7607_GreatOakMSWLF_PartialCOARpt_Cell1A_DIN26813_20161004

Construction Documentation Report
Great Oak Landfill
Cell 1A

Construction Certification Report
Cell 1A

Presented To:

Waste Management of Carolinas, Inc.
3597 Old Cedar Falls Road
Randleman, Randolph County, North Carolina 27317

Presented From:

SCS ENGINEERS, PC
2520 Whitehall Park Drive, Suite 450
Charlotte, NC 28273
[phone]

October 4, 2016
File No. 02215305.02
Construction Documentation Report
Great Oak Landfill
Cell 1A

Table of Contents
Section Page

1.0 INTRODUCTION ..................................................................................................................................... 1
1.1 Background ................................................................................................................................... 4
1.2 Project Overview ......................................................................................................................... 4
1.3 Project Parties ............................................................................................................................... 5
2.0 SITE PREPARATION and EXCAVATION ............................................................................................. 8
3.0 STRUCTURAL FILL ................................................................................................................................. 10
3.1 Structural Fill Laboratory Testing ........................................................................................... 10
3.2 Structural Fill Construction ....................................................................................................... 11
3.2.1 Structural Fill Field Testing ................................................................................. 12
3.2.2 Subgrade Certification and Bedrock Separation ......................................... 12
4.0 HIGH DENSITY POLYETHYLENE (HDPE) GEOMEMBRANE LINERS .............................................. 13
4.1 Manufacturer’s Quality assurance Testing ........................................................................... 13
4.2 Quality Assurance Material Testing ...................................................................................... 13
4.3 HDPE Geomembrane Panel Deployment ............................................................................. 14
4.4 HDPE Geomembrane Panel Seaming and Non-Destructive Seam Testing .................... 14
4.5 Destructive Seam Testing ......................................................................................................... 15
4.6 Repairs ........................................................................................................................................ 15
5.0 GEOCOMPOSITE ................................................................................................................................. 16
5.1 Manufacturer’s Quality assurance Testing ........................................................................... 16
5.2 Quality Assurance Material Testing ...................................................................................... 17
5.3 Geocomposite Deployment ..................................................................................................... 17
6.0 GEOSYNTHETIC CLAY LINERS .......................................................................................................... 18
6.1 Manufacturer’s Quality assurance Testing ........................................................................... 18
6.2 Quality Assurance Material Testing ...................................................................................... 18
6.3 GCL Placement .......................................................................................................................... 19
7.0 LEACHATE COLLECTION SYSTEM ..................................................................................................... 20
7.1 Leachate Collection piping ...................................................................................................... 20
7.2 Sump, Pumps, and Forcemain ................................................................................................. 20
7.3 Leachate Pipe Camera Inspection ......................................................................................... 20
7.4 Leachate Storage Tank and Secondary Containment Area ............................................. 20
8.0 PROTECTIVE SOIL COVER .................................................................................................................. 21
8.1 Protective Soil Cover Laboratory Testing ............................................................................ 21
9.0 LEAK LOCATION TESTING ................................................................................................................. 22
10.0 CERTIFICATION STATEMENT .............................................................................................................. 23

Construction Documentation Report
Great Oak Landfill
Cell 1A

List of Figures

No. Page
1 Site Vicinity Map 3
2 Landfill Site Plan 9

List of Tables

No. Page
1 Structural fill Laboratory Results 11

Appendices

A Structural Fill
A-1 Laboratory Results
A-2 Field Density Testing
B Subgrade Certifications
C HDPE Geomembrane (Primary, Secondary, and Tertiary)
C-1 MQC Certifications
C-2 CQA Conformance Testing Results
C-3 Destructive Seam Testing Results
C-4 Records and Logs
C-5 HDPE Geomembrane As-Built Record Drawings
D Geocomposite Layer
D-1 MQC Certifications
D-2 CQA Conformance Testing Results
E Geosynthetic Clay Liner
E-1 MQC Certifications
E-2 CQA Conformance Testing Results
F Leachate Management Information
F-1 LCS and LDS Pipe Information
F-2 LCS and LDS Aggregate Material Laboratory Data
F-3 LCS and LDS Pipe Camera Inspection
F-3 Storage Tank
F-4 Forcemain
G Protective Soil Cover
G-1 Laboratory Results
H Leak Location Testing Report
I Weekly Summary Field Reports
J Photographs
K As-Built Drawings
Construction Documentation Report
Great Oak Landfill
Cell 1A

List of Acronyms

ACC Atlantic Coast Consulting
ASTM American Standards for Testing Materials
C/D Construction and Demolition
cm/sec centimeters per second
CQA Construction Quality Assurance
FTB Film tear bond
GOLF Great Oak Landfill
HDPE High density polyethylene
LCS Leachate Collection System
LDS Leak Detection System
LFG Landfill gas
MQC Manufacturer Quality Control
MSW Municipal solid waste
NCDEQ North Carolina Department of Environmental Quality
OMC Optimum moisture content
PE Professional Engineers
PG Professional Geologist
QA Quality Assurance
S&ME Soil & Material Engineers
SCS SCS Engineers
USCS Unified Soil Classification System

M:\PROJECT FILES\02215305.02\Deliverables\CQA Report\GOLF CDR_v0.2.doc
Construction Documentation Report
Great Oak Landfill
Cell 1A
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1.0 INTRODUCTION
This Construction Documentation Report, prepared by SCS Engineers, PC (SCS), summarizes the construction of an approximate 7.3-acre cell (Cell 1A) at the Waste Management Great Oak Landfill (Landfill). The Landfill is located in Randolph County outside of Asheboro, North
Carolina. The Landfill is located at 3597 Old Cedar Falls Road (Figure 1). The Landfill is
owned Randolph County and operated by the Waste Management of the Carolinas (WM).

This report documents the construction of Cell 1A and construction quality assurance (CQA) activities conducted during the construction of Cell 1A, the leachate storage tank and secondary containment area, and the leachate force main. The Landfill was issued a Permit to Construct on
January 19, 2016. The Landfill operates under Permit No. 7607-MSWLF-2015.

This submittal contains material certifications, laboratory testing, field testing, as-built survey drawings, and photographs for each component of the Cell 1A Project. Individual sections of this Construction Documentation Report describe the materials and testing/inspection procedures
used for:

• Site Preparation and Excavation
• Structural Fill
• 60-mil High Density Polyethylene (HDPE) Geomembrane liners (primary, secondary,
and tertiary)
• Geosynthetic Clay Liners (GCL)
• Geocomposite Layers (Leak Detection and Leachate Collection Layers)
• Leachate Management System
• Protective Cover Layer
• Leachate Storage Tank and Secondary Containment Area
• Leachate Forcemain
The necessary monitoring, inspection and testing for the construction of Cell 1A have been
completed. Monitoring, testing and inspections were performed and documented based, in part,
on the following:

• Permit to Construct Application (S&ME February 16, 2015, Revised October 21,
2015)
• Permit to Construct (NC DEQ, January 19, 2016)
• Construction Plans, Great Oak Landfill Cell 1A & 1B (S&ME, May 25, 2016)
• Technical Specifications (S&ME, 2016)
• Construction Quality Assurance (COA) Plan (S&ME, 2016)
• Correspondences from NC DEQ
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Twelve (12) appendices are included in the report. The appendices include laboratory reports,
field testing data, daily field reports, photographs, and as-built drawings.

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Figure 1
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1.1 BACKGROUND
The Landfill is located in central Randolph County about 0.5 miles from Asheboro. The Landfill
is a municipal solid waste (MSW) landfill permitted to accept household waste, commercial solid
waste, and industrial waste as defined by 15A NCAC 13B .1602 of the Solid Waste Management
Rules. The Landfill property is approximately 667 acres and approximately 200 acres are
proposed for waste disposal. The Landfill consists of nine (9) Phases.
Phase 1, which is approximately 56.1 acres, consists of seven (7) cells. Cell 1 is divided into two
sub cells designated Cell 1A and Cell 1B. Cell 1A is approximately 7.3 acres, and Cell 1B is
approximately 8.2 acres.
1.2 PROJECT OVERVIEW
Construction activities at the site consisted of many components needed for a solid waste facility
such as an access road, scales, a scale house, utility lines, leachate storage tanks, a borrow pit,
storm water basins, and a maintenance building. Construction of Cells 1A and 1B was done
simultaneously, although the completion of Cell 1A is 4 to 6 weeks before the completion of Cell 1B. This CQA Report covers the construction of Cell 1A and a subsequent CQA Report will be
issued to cover Cell 1B.
A Pre-construction meeting was conducted May 24th at 11:00 a.m. at the Randolph County
Office Building, 725 McDowell Road, Asheboro, NC 27205. Construction began on May 25,
2016 with the installation of erosion and sediment controls. Site preparation, clearing and grubbing activities within the limits of the Cell 1A and 1B began in mid-June 2016.
As stated above, this CQA Report covers Cell 1A. However, the manufacturer quality control
(MQC) and construction quality assurance (CQA) data for the geosynthetic materials
(geomembrane liner, geocomposite, and geosynthetic clay liner) contained herein are for both
Cell 1A and 1B.
Cell 1A has a composite liner system. The liner system includes a secondary leak location zone
and a primary liner system on the cell floor. Within the sump area a tertiary geomembrane liner
is included.
The liner system consists of the following from top to bottom:
• Liner System – Cell Floor
o Two feet of protective cover soil
o Leachate collection system geocomposite drainage layer
o Primary 60-mil textured HDPE geomembrane liner o Geosynthetic clay liner (GCL) o Leak detection system (LDS) geocomposite drainage layer
o Secondary 60-mil textured HDPE geomembrane liner
o Subgrade soil or compacted structural fill soil

• Liner System – Sump Area
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o Two feet of protective cover soil
o Leachate collection system geocomposite drainage layer
o Tertiary 60-mil textured HDPE geomembrane liner o Geosynthetic clay liner (GCL) o Primary 60-mil textured HDPE geomembrane liner
o Leak detection system (LDS) geocomposite drainage layer
o Secondary 60-mil textured HDPE geomembrane liner
o Subgrade soil or compacted structural fill soil

1.3 PROJECT PARTIES
The parties involved in the construction, permitting, and construction oversight of Cell 1A at the Great Oak Landfill are summarized below.
Permitee/Operator
Primary Contact
John Workman
1850 Parkway Place, Suite 600 Marietta, GA 30067 Phone: [phone]
Email: [e-mail]

General Contractor
Primary Contact Superintendent Dakota Hinterer Chad Howdershelt
Project Engineer Mountaineer/Preston Contractors, Inc.
15237 S Preston Highway Cell: [phone]
Kingwood, WV 26537 Email: [e-mail] Phone: [phone] Cell: [phone]
Email: [e-mail]

CQA Consultant
CQA Officer/Certifying Engineer CQA Manager Steve Lamb, P.E. Orion Holtey, P.E.
SCS Engineers SCS Engineers
2520 Whitehall Park Drive, Suite 450 Cell: [phone]
Charlotte, NC 28273 Email: [e-mail] Phone: [phone] Cell: [phone]
Email: [e-mail]

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CQA Soils Technician
ACC, Inc.
Danny Rennicks Cell: [phone] Email: [e-mail]

CQA Geosynthetic Monitor
ACC, Inc. Taylor Herbertson Cell: [phone]
Email: [e-mail]

Design Engineering Firm
Design Manager
Steve Loskota, P.E.
S&ME, Inc.
Phone: [phone]
Email: [e-mail]
Design Engineer
Sharon Korleski, P.E.
S&ME, Inc.
Phone: [phone] Email: [e-mail]
Survey Firm
Charlie Morgan
Charlie Morgan Surveying, PLLC
Phone: [phone] Email: [e-mail]

Randolph County
Design Manager
Paxton Arthurs Randolph County
Phone: [phone]
Email: [e-mail]

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NCDEQ
John Murray Ming-Tai Chao
DEQ-WM-SWS DEQ-WM-SWS
Phone: [phone] Phone: [phone] Email: [e-mail] Email: [e-mail]

Christine Ritter John Patrone
DEQ-NC-SWS DEQ-WM-SWS
Phone: [phone] Phone: [phone] Email: [e-mail] Email: [e-mail]
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2.0 SITE PREPARATION AND EXCAVATION
Cell 1A and 1B are approximately 7.3 and 8.2 acres, respectively. Cell 1A is irregular in shape
as illustrated in Figure 2.
Site preparation for Cell 1 began in mid-June 2016. Site preparation activities began in the northern portion of the cell. Site preparation activities consisted of the following:
• Stripping of vegetation and topsoil. Large trees were cut down, and stockpiled.
Controlled burns were used to reduce vegetative waste.
• Excavation of overburden soil materials to meet excavation grades.
• Blasting of bedrock formations to a depth of at least 4 feet below top of structural fill
design elevations.
Following the mass excavation and blasting activities, the grade which represented the bottom of subgrade was surveyed. This information was reviewed by SCS Engineers to verify that there
was at least a 4-ft separation between exposed bedrock and the top of structural fill design
elevations. Following this review, the cell floor was proof-rolled to verify suitable foundation
for the placement of structural fill.

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Figure 2
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3.0 STRUCTURAL FILL
Section 3 describes the inspection, monitoring and testing activities for subgrade approval and structural fill placement along with associated testing results.
3.1 STRUCTURAL FILL LABORATORY TESTING
Structural fill (designated as “Type S1” in the Technical Specifications) material was stockpiled on site during the site preparation and subgrade construction activities. Prior to placement,
quality assurance soil samples were obtained by SCS’s subcontracted geotechnical testing firm
Soil Consultants, Inc. Ten bulk samples of structural fill material were collected (SF-1 through
SF-10) from on site. The bulk samples were transported to the geotechnical laboratory at Timely Engineering Soil Tests, LLC (TEST) located in Atlanta, NC. The following tests were
performed:
• Natural Moisture Content (ASTM D 2216)
• Atterberg Limits (ASTM D 4318)
• Standard Proctor (ASTM D 698)
• Particle size analysis (ASTM D 6913)(D422 old version)
The samples collected were classified according to USCS as CH, CL, MH, or ML with maximum dry density (MDD) ranging from 83.3 to 104.5 pounds per cubic foot (pcf) and
optimum moisture content ranging from 19.1 to 31.2 percent. The results of the standard Proctor
test, Atterberg Limits, and natural moisture content tests are summarized in Table 1. The
complete laboratory test results are provided in Appendix A-1.
Testing was performed in accordance with the CQA Plan and Technical Specifications at a
frequency of one test per 10,000 CY. Over the 7.3 acre cell footprint, the depth of structural fill ranged from 2 to 8 feet, averaging an estimated 5 feet. Therefore, we estimate approximately 60,000 cubic yards of structural fill was placed and compacted to construct the subgrade. Based
on this volume, a minimum of six (6) bulk structural fill samples are needed to satisfy the
sampling frequencies in the CQA Plan and Technical Specifications. As stated above, ten (10)
bulk soil samples were collected.

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Table 1. S tructural Fill Laboratory Results
Sample
No.
Standard Proctor
Natural
Moisture
Content (%)
Atterberg Limits
Maximum
Dry Density
(MDD),
pcf
Optimum
Moisture
Content
(OMC)
Liquid
Limit
Plastic
Limit
Plastic
Index
SF-1 99.7 23.7% 23.93 54 29 25
SF-2 102.0 20.4% 24.43 43 25 18
SF-3 104.3 20.4% 23.77 44 27 17
SF-4 83.3 31.2% 43.37 61 40 21
SF-5 103.3 19.5% 21.76 37 23 14
SF-6 101.1 19.1% 23.69 45 24 14
SF-7 94.5 23.3% 34.12 49 34 15
SF-8 102.2 19.1% 23.42 38 28 10
SF-9 99.2 21.5% 33.22 39 29 10
SF-10 95.8 22.7% 28.03 49 32 17

3.2 STRUCTURAL FILL CONSTRUCTION
The structural fill layer was constructed by Preston beginning on August 25, 2016 and
substantially completed on October 4, 2016. The structural fill layer was constructed in several lifts ranging from 6-inch thick to 10-inch thick (loose measure). Placement and compaction of
the structural fill layer was achieved using the following equipment:
• -Cat D6N (GPS) Dozer
• -Cat D6T
• -Cat D8T
• -Cat 390 Excavator
• -Cat 349
• -Cat 323
• -3x Hitachi 1100 trucks
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• -3x Volvo A40F artic trucks
• -Cat CS56 sheepsfoot roller
• -Cat CS56 smooth drum roller
• -Cat 420 rubber tire backhoe

3.2.1 Structural Fill Field Testing
Structural fill materials within the footprint of Cell 1A were compacted to a density of at least 95
percent of the standard Proctor density (ASTM D 698). The placement of structural fill material was monitored and tested in accordance with the Technical Specifications and CQA Plan. Field
density testing was performed at a minimum frequency of 1 test per 1,500 cubic yards for
placement of structural fill in accordance with the CQA Plan. Testing was performed by SCS’s
subcontracted geotechnical testing firm Atlantic Coast Consulting, Inc. (ACC). The testing equipment was a nuclear density gage and testing was conducted in accordance with ASTM D 2922. A total of 100 density tests were conducted using a nuclear gage.

Results of the field density testing for the structural fill material are provided in Appendix A-2.
Based on these results, all structural fill materials were placed in accordance with the Technical
Specifications and CQA Plan. An as-built survey drawing of the Top of Structural Fill was produced by Morgan Surveying.
This survey shows that the subgrade and structural fill elevations reached prior to installation of
the leak detection zone (secondary geomembrane liner and geocomposite). The drawing is
located in Appendix J.
3.2.2 Subgrade Certification and Bedrock Separation
In accordance with the Landfill’s Permit to Construct, No. 7607-MSWLF-2015, Part I, Condition
7, the subgrade was inspected by a licensed geologist prior to any placement of structural fill. Based on these inspections and review of survey data it was concluded that the 4-ft separation from bedrock achieved. Two reports were prepared and submitted to NCDEQ for Cell 1A. The
initial report, dated September 9, 2016, covered approximately 5.2 acres of the site. A second
report covering the remainder of Cell 1A was dated October 4, 2016.
Copies of these reports are provided in Appendix B.
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4.0 HIGH DENSITY POLYET HYLENE (HDPE)
GEOMEMBRANE LINERS
SCS Engineers and its subcontracted consultant (ACC, Inc.) provided full-time monitoring and
testing for the installation of the 60-mil HDPE geomembrane liners for the Cell 1A project. As
previously stated there are three layers of geomembrane liners on this project – secondary, primary, and tertiary. The 60-mil HDPE geomembrane (Super GripNet) was supplied by Agru-
America, Inc. One hundred and twelve (112) rolls of liner were supplied for Cell 1A and 1B for
the installation of the three geomembrane liners. Installation of the HDPE geomembrane liner
was performed by Environmental Services, Inc. (ESI).
The combined Cell 1A and 1B project will include approximately 14,000,000 square feet of geomembrane liner.
4.1 MANUFACTURER’S QUALITY ASSURANCE TESTING
In accordance with Table 1 in the CQA Plan, the following manufacturer’s quality control (MQC) testing was performed on the HDPE geomembrane liner:
• Thickness (ASTM D 5994)
• Asperity Height (ASTM D 7466)
• Density (ASTM D 792)
• Tensile Properties (ASTM D 6693)
• Tear Resistance (ASTM D 1004)
• Puncture Resistance (ASTM D 4833)
• Stress Crack Resistance (ASTM D 5397)
• Carbon Black Content (ASTM D 4218)
• Carbon Black Dispersion (ASTM D 5596)
• Oxidative Induction Time (ASTM D 3895)
The testing frequency for thickness was one per every roll. The manufacturer provided a certification letter for stress crack resistance and oxidative induction time. All other tests were performed as a frequency of one test per 50,000 square feet. The MQC test results were
reviewed by SCS and based on our review; the HDPE geomembrane liner met or exceeded the
project requirements. A copy of the manufacturer’s quality control (MQC) certifications and
resin testing is included in Appendix C-1.
4.2 QUALITY ASSURANCE MATERIAL TESTING
Following review and approval of the HDPE geomembrane liner MQC test results, material
samples were shipped from Agru to Waste Management’s third party geosynthetics testing laboratory, TRI, for quality assurance (QA) testing.
QA conformance sampling and testing for the HDPE geomembrane liner was conducted in
accordance with the CQA Plan. Testing was conducted at a frequency of one test per 100,000 sf
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of liner. A total of 14 QA samples were obtained and tested for the combined Cell 1A and 1B
project.
The following tests were performed:
• Thickness (ASTM D 5994)
• Asperity Height (ASTM D 7466)
• Density (ASTM D 792)
• Tensile Properties (ASTM D 6693)
• Puncture Resistance (ASTM D 4833)
• Carbon Black Content (ASTM D 4218)
• Carbon Black Dispersion (ASTM D 5596)
A copy of the QA conformance testing results from TRI is included in Appendix C-2. These
results indicate the 60-mil HDPE geomembrane meet or exceed the requirements of the project
specifications and CQA Plan.

4.3 HDPE GEOMEMBRANE PANEL DEPLOYMENT
HDPE geomembrane panels were deployed using a boom and spear mounted on a front end loader; pulling the sheet off of the roll using an ATV four-wheeler and manpower. The secondary liner geomembrane panels were deployed directly on top of the structural fill. The
subgrade was inspected by CQA personnel and ESI personnel and approved for liner acceptance
by ESI prior to deployment. Each panel was inspected by CQA personnel during deployment,
assigned a sequential panel number and measured for dimensions. Deployment of HDPE geomembrane panels started September 9, 2016 and were completed on October __, 2016.
4.4 HDPE GEOMEMBRANE PANEL SEAMING AND NON-
DESTRUCTIVE SEAM TESTING
At the beginning of each work day during HDPE geomembrane installation, trial seams were performed (fusion and/or extrusion) to test the integrity of the welding machine and welding
technician. Following completion of the trial seams, four destructive testing specimens were cut
from the trial seams and tested using the Installer’s tensiometer. Two specimens were tested for
peel adhesion and two for shear strength. In order to accept a trial seam, the failure mode for both peel adhesion and bonded shear strength must be Film Tear Bond (FTB). Subsequent trial seams were performed throughout the day for approximately every 4 hours of seaming or if a
new welder or technician was used. A copy of the Trial Weld Log is included in Appendix C-4.

CQA personnel provided full-time monitoring during seaming of HDPE geomembrane panels.
The majority of field seaming was accomplished using double hot wedge fusion welding
equipment and techniques. Each seam was assigned a sequential number in accordance with the
project specifications. A copy of the geomembrane seaming log is included in Appendix C-4. SCS provided full-time monitoring for non-destructive testing of field seams; air pressure testing
for double hot wedge fusion welds and vacuum box testing for extrusion welds. The Non-
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Destructive Test Logs documenting non-destructive seam testing results are provided in
Appendix C-4.

4.5 DESTRUCTIVE SEAM TESTING
Destructive testing of the field seams was performed on each panel seam at approximately 500-
foot interval for each welding machine. Field destructive samples were obtained in accordance
with the specifications at locations selected by SCS. Laboratory testing of the destructive test samples was conducted by Geotechnics. The locations of the destructive samples were determined by SCS personnel and are shown on the Geomembrane Repair and Destructive Seam
Location Plan in Appendix C-5. Four 1-inch wide specimens were taken from each destructive
test sample (two from each end) in the field and tested using the Installer’s tensiometer for Peel
and Shear Strength, using Film Tear Bond and passing criteria. A total of 26 destructive samples
were tested for the secondary liner; XX for the primary liner, and XX for the tertiary liner. All
the destructive test samples passed. A copy of the laboratory destructive testing results is
included in Appendix C-3.
4.6 REPAIRS
Over 300 repairs were performed during the HDPE geomembrane installation. The majority of
the repairs were performed at panel corner intersections and at destructive testing sample
locations. Documentation of the repair size, repair type (patch, cap strip) and non-destructive
testing results is included on the Repair Testing Logs provided in Appendix C-4. All repairs
were monitored and tested in accordance with the project specifications. A record drawing showing the locations of all HDPE geomembrane panels, including seams,
destructive test, and repairs is included in Appendix C-5.
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5.0 GEOCOMPOSITE
SCS CQA monitoring personnel provided full time monitoring and inspection for the geocomposite materials and installation. The geocomposite material (TN 330-2-8) was manufactured and supplied by Skaps Industries. The geocomposite is comprised of a 250-mil
HDPE geonet in between two layers of 8-ounce geotextile. Installation was performed by ESI.
Approximately 1,350,500 square feet of geocomposite (leak detection layer and leachate
collection layer) is needed for the combined Cell 1A and 1B project.
5.1 MANUFACTURER’S QUALITY ASSURANCE TESTING
In accordance with the CQA Plan, the following manufacturer’s quality control (MQC) tests were performed by the manufacturer:
Geonet
• Thickness (ASTM D 5199)
• Carbon Black Content (ASTM D 4218)
• Density (ASTM D 1505)

In addition to these, the manufacturer also performed Tensile Strength (ASTM D 7179) and Melt Flow (ASTM D 1238) which were not requested in the CQA Plan.
Composite
• Ply Adhesion (ASTM D 7005)
• Transmissivity (ASTM D 4716)
Geotextile
• Mass per unit area (ASTM D 5261)
• Grab Strength (ASTM D 4632)
• Puncture resistance (ASTM D 4833)
• AOS (ASTM D 4751)
• UV Resistance (ASTM D 4355)
• Permittivity (ASTM D 4491)
The testing frequency for the above tests is 1 test per 100,000 square feet, except for transmissivity, which is one test per project. Thirty-five (35) tests were run for ply adhesion,
density, thickness, carbon black and tensile strength. Four (4) transmissivity tests were run, and
eighteen (18) tests were performed on the geotextile. The MQC test results were reviewed by
SCS and based on our review; the geocomposite met or exceeded the project requirements. A copy of the manufacturer’s quality control (MQC) certifications and resin testing is included in
Appendix D-1.

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5.2 QUALITY ASSURANCE MATERIAL TESTING
Quality assurance (QA) conformance sampling and testing for the geocomposite was performed
by TRI in accordance with the CQA Plan. Testing was generally conducted at a frequency of
one sample per 100,000 sf. The test frequency for transmissivity was one test per project; for
UV resistnace was one per resin; and for permittivity was one per 540,000 sf. For the combined Cell 1A and 1B, seventeen (17) QA samples were obtained and tested. The following tests were
performed:

Geonet
• Thickness (ASTM D 5199)
• Carbon Black Content (ASTM D 4218)
• Tensile Properties (ASTM D 5035)
• Density (ASTM D 1505)
Composite
• Ply Adhesion (ASTM D 7005)
• Transmissivity (ASTM D 4716)
Geotextile
• Mass per unit area (ASTM D 5261)
• Grab Strength (ASTM D 4632)
• Puncture resistance (ASTM D 4833)
• AOS (ASTM D 4751)
• UV Resistance (ASTM D 4355)
• Permittivity (ASTM D 4491)

A copy of the QA conformance testing results from TRI is included in Appendix D-2. These
results indicate the geocomposite materials meet or exceed the requirements of the project specifications and CQA Plan.

5.3 GEOCOMPOSITE DEPLOYMENT
Rolls of geocomposite were deployed using manpower and appropriately overlapped along the
panel sides and ends. The panels of geocomposite were joined using plastic “zip ties” and then
sewn together using a polyester thread in accordance with the specifications.

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6.0 GEOSYNTHETIC CLAY LINERS
SCS CQA monitoring personnel provided full-time monitoring and testing for the installation of the geosynthetic clay liner (GCL). The GCL was supplied by CETCO. The Product Type is Bentomat DN-SFT. The GCL is a needlepunched reinforced composite geosynthetic clay liner
comprised of a uniform layer of granular sodium bentonite encapsulated between a nonwoven
and a scrim-nonwoven geotextile. One hundred and sixteen (116) rolls of GCL were purchased
for Cell 1A and Cell 1B. Installation of the GCL was performed by ESI.
6.1 MANUFACTURER’S QUALITY ASSURANCE TESTING
In accordance with the Technical Specifications and the CQA Plan, the following manufacturer’s
quality control (MQC) testing was performed on the GCL product:

• Tensile Strength (ASTM D 6768)
• Peel Strength (ASTM D 6496)
• Clay Content (ASTM D 5993)
• Free Swell (ASTM D 5890)
• Moisture Content (ASTM D 2216)
• Fluid Loss (ASTM D 5891)
• Index Flux (hydraulic conductivity) (ASTM D 5887)
The following MQC tests were performed on the nonwoven geotextile:

• Mass per Unit Area (ASTM D 5261)
• Grab Strength (ASTM D 4632)
• Grab Elongation (ASTM D 4632)

The MQC test results were reviewed by SCS and based on our review; the GCL met or exceeded
the project requirements. A copy of the MQC certifications is included in Appendix E-1.
6.2 QUALITY ASSURANCE MATERIAL TESTING
Quality assurance (QA) conformance sampling and testing for the geocomposite was performed by TRI in accordance with the CQA Plan. Testing was conducted at a frequency of one sample
per 100,000 sf. The following tests were performed:

• Bentonite Mass/Unit Area (ASTM D 5993)
• Permeability (ASTM D 5887)
• Peel Strength (ASTM D 6496)

A copy of the QA conformance testing results from TRI is included in Appendix E-2. These results indicate the GCL materials meet or exceed the requirements of the project specifications and CQA Plan.

Construction Documentation Report
Great Oak Landfill
Cell 1A
19
6.3 GCL PLACEMENT
The placement of the GCL rolls began in the north portion of the cell. Placement began on September ___, 2016 and was essentially completed on September ___, 2016. Panels of GCL
were overlapped at least 12 inched on the sides and 24 inches on the ends. Powdered bentonite
was spread on the GCL at all overlaps.

Construction Documentation Report
Great Oak Landfill
Cell 1A
20
7.0 LEACHATE COLLECTION SYSTEM
SCS personnel provided full time monitoring and inspection for the installation of leachate collection and removal components.

The leachate collection and removal system included the following components:

• Perforated collection piping (6-inch and 8-inch) within the cell.
• .
7.1 LEACHATE COLLECTION PIPING
A perforated 8-inch diameter HDPE leachate collection pipe traverses Cell 1A from south to
north located in the topographically low area within the cell. The collection pipe rests on the
geocomposite above the liner system and is surrounded by a column of #57 washed stone. The
stone column is surrounded by a 10-ounce non-woven needle punched geotextile to separate the protective cover soils from the stone column. Six-inch diameter perforated HDPE pipes are also
located within the cell to collect and transmit leachate. All perforated pipes convey leachate to
the leachate sump.

7.2 SUMP, PUMPS, AND FORCEMAIN

7.3 LEACHATE PIPE CAMERA INSPECTION

7.4 LEACHATE STORAGE TANK AND SECONDARY
CONTAINMENT AREA

Construction Documentation Report
Great Oak Landfill
Cell 1A
21
8.0 PROTECTIVE SOIL COVER
SCS Engineers provided full-time monitoring and inspection for the placement of protective soil cover above the liner section. The Protective soil cover was installed between October __, 2016
and October ___, 2016. In summary, a 2-foot minimum thick layer of soils were placed across
the entire Cell 1A footprint.

Placement of the operational cover began at the upgradient northwest corner of the cell and progressed to the south end. SCS CQA personnel monitored the underlying liner system for any
possible damage during operational cover installation. Following placement of the operational
cover, the surface was surveyed in order to certify that a minimum of 2 feet had been placed. A
copy of the surveyed certification drawing is included in Appendix J.

8.1 PROTECTIVE SOIL COVER LABORATORY TESTING
Four bulk samples of protective soil cover material were collected (SF-11 through SF-14) from
the an onsite stockpile for laboratory testing. The bulk samples were transported to SCS’s subcontracted geotechnical laboratory, TIME, located in Atlanta, Georgia.
Construction Documentation Report
Great Oak Landfill
Cell 1A
22
9.0 LEAK LOCATION TESTING

Construction Documentation Report
Great Oak Landfill
Cell 1A
23
10.0 CERTIFICATION STATEMENT

(stamp & dated)

Steven C. Lamb, PE
NC PE No. 28684

Appendices
Appendix A
Structural Fill
Appendix A-1
Laboratory Results
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Fax: [phone]
SOIL Cell: 678-612-6534
TESTS, LLC Web: www.test-llc.com
DRAFT
Project Name:
Carbonate Moisture Opt.Max.Dry.Initial Init.Dry Hydraulic
USCS Content,Content %Finer %Finer % Finer L.L.P.L.P.I.M.C. Density M.C.DensityConduct.
%(%)3" Sieve #4 Sieve #200 Sieve %%%%pcf %pcf cm/sec
CH --92.5 81.6 64.1 54 29 25 23.7 99.7 ---
CL --100.0 88.6 73.0 43 25 18 20.4 102.0 ---
ML --100.0 90.7 66.7 44 27 17 20.4 104.3 ---
MH --100.0 98.8 79.8 61 40 21 31.2 83.3 ---
CL --100.0 95.0 81.0 37 23 14 19.5 103.3 ---
CL --100.0 97.8 92.6 45 24 21 19.1 101.1 ---
ML --100.0 94.3 76.1 49 34 15 23.3 94.5 ---
ML --100.0 98.0 95.6 38 28 10 19.1 102.2 ---
ML --100.0 97.4 78.8 39 29 10 21.5 99.2 ---
ML --100.0 97.1 93.4 49 32 17 22.7 95.8 ---
Hydraulic Conductivity
21814
Great Oaks Landfill Cells 1A & 1B
21815
21817
21816
SF-2
SF-3
ProctorGrain Size
1608-05-1
Summary of Soil Testing
Project Number: 1608-05
SF-6
21899
T.E.S.T.
Atterberg Limits
SF-5
22169
DistributionClient
SF-7
SF-9
Sample
SF-8
Sample
Number
SF-4
1608-05-2
21900
Number
22168
22170
SF-1
22171 SF-10
Page 1 of 2
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By NK
SOIL Fax: [phone] Date 05/27/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 32 23 18
Mass of Wet Sample & Tare, g 43.96 46.63 44.41 Oven ID #15/496/610
Mass of Dry Sample & Tare, g 37.81 40.27 37.42 Balance ID #139/563
Mass of Tare, g 26.11 28.54 24.85 Liquid Limit Device ID #451/569
Moisture Content, %52.56 54.22 55.61
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 34.57 35.19 PREPARATION PROCEDURE DRY
Mass of Dry Sample & Tare, g 32.26 32.91
Mass of Tare, g 24.31 25.04 NOTE: MATERIAL PASSING NO. 40 SIEVE
Moisture Content, %29.06 28.97 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 620.10 LIQUID LIMIT (LL)54
Mass of Dry Sample & Tare, g 518.70 PLASTIC LIMIT (PL)29
Mass of Tare, g 94.90 PLASTICITY INDEX (PI)25
Moisture Content, %23.93 LIQUIDITY INDEX (LI)-0.20
DESCRIPTION
USCS (ASTM D2487; D2488)CH AASHTO (M 145)NA
Red Gravelly Fat Clay with Sand
21814/SF-1 -
--
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
51
52
53
54
55
56
57
58
59
10 100
NUMBER OF BLOWS
M O IS
TU
R E C
ON
T
E
N
T
%
20 25 30 40
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Mass of Wet Sample & Tare, g 620.1 Mass of Wet Sample & Tare, g 442.20
Mass of Dry Sample & Tare, g 518.7 Mass of Dry Sample & Tare, g 378.30
Mass of Tare, g 94.9 Mass of Tare, g 93.90
Moisture Content, %23.9 Moisture Content, %22.5
TOTAL Mass of wet sample 15650.0 Mass of Wet Fine Material & Tare, g 203.80
before splitting & tare, g
Mass of Tare, g 0.0 Mass of Tare, g 0.00
TOTAL Mass of dry sample, g 12628.5 Mass of Dry Fine Material, g 166.41
% of Total Sample Passing Split Sieve 85.1
Mass of Tare, g 0.0 Mass of Tare, g 0.00
Sieve Size Sample & Tare, g % RETAINED % PASSING Cumulative % PASSING
6"COBBLES 0.0 0.0 100.0 Sieve Size Mass retained, g (of Total)
3"945.6 7.5 92.5 #4 COARSE SAND 6.78 81.6
2.5"COARSE 945.6 7.5 92.5 #10 MEDIUM 14.67 77.6
2"GRAVEL 945.6 7.5 92.5 #20 SAND 19.49 75.1
1.5"1116.2 8.8 91.2 #40 22.36 73.7
1"1241.9 9.8 90.2 #60 FINE SAND 26.41 71.6
.75"1395.9 11.1 88.9 #100 31.94 68.8
.5"FINE GRAVEL 1676.8 13.3 86.7 #200 FINES 41.01 64.1
.375"1880.6 14.9 85.1
* - ASTM Definitions of Classification
** - AASHTO Definitions of Classification
NOTE:3/8"(9.5 mm)Sieve used for splitting sample on fine and coarse material
PARTICLE-SIZE ANALYSIS*
Oven ID # 15/496/610 % COBBLES 7.5 % MEDIUM Sand 3.9
Balance ID# 139/142/700 % COARSE Gravel 3.6 % FINE Sand 9.5
Sieve Shaker ID # 555 % FINE Gravel 7.3 % FINES 64.1
% COARSE Sand 4.0 % TOTAL SAMPLE 100.0
REMARKS PARTICLE-SIZE ANALYSIS**
% COBBLES 7.5 % COARSE Sand 3.9
% COARSE Gravel (Stone)2.3 % FINE Sand 9.5
% MEDIUM Gravel (Stone)5.1 % FINES (Silt-Clay)64.1
% FINE Gravel (Stone)7.5 % TOTAL SAMPLE 100.0
DESCRIPTION
USCS (ASTM D2487; D2488)CH AASHTO (M 145)NA
Page 1 of 2
MOISTURE CONTENT of FINE MATERIAL
21814/SF-1 -
Red Gravelly Fat Clay with Sand
FINE MATERIALCOARSE MATERIAL
SIEVE ANALYSIS*
MOISTURE CONTENT of TOTAL SAMPLE
-
EB
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311; Particle Size Analysis (Split Sieve)
-
05/27/16
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By EB
SOIL Fax: [phone] Date 05/27/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Particle-Size Analysis
Coarse Fine Coarse Medium Fine Silt or Clay
Boulders Cobbles Gravel Sand Fines
D10 NA mm
D30 NA mm
D60 NA mm
Cu NA
Cc NA
NA
Page 2 of 2 NA
Project's Specific % Passing
Project's Specific Particle Size, mm
-1608-05-1
-
Standard Test Method for Particle-Size Analysis of Soils and Aggregates (Split Sieve)
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311
-
Great Oaks Landfill Cells 1A & 1B Bulk
21814/SF-1 -
12
"
6"3"2.5
"
2"1.5
"
1"
.7
5
"
.5
"
.3
7
5
"
.2
5
"
#4 #8 #1
0
#1
6
#2
0
#3
0
#4
0
#5
0
#6
0
#1
0
0
#1
4
0
#2
0
0
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Grain size in millimeters
%

P
A
S
S
I
N
G
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
wet dry MOISTURE CONTENT
Mass of Soil before sieving, g 15650.0 12628.5 Coarse + Fine
Fraction
Coarse
Fraction
Mass of Mat. Retained on No. 4 sieve, g 620.1 1880.6
Mass of Mat. Retained on 3/8" sieve, g 1880.6 1880.6 518.7 1880.6
Mass of Mat. Retained on 3/4" sieve, g 94.9 0.0
23.9 0.0
Material Retained on No. 4 Sieve, %
Material Retained on 3/8" Sieve, %14.9
Material Retained on 3/4" Sieve, %Procedure B
Total, %(oversized)14.9
Points 1 2 3 4 5 Mold ID Number 314
Mass of Mold and Soil, g 6010.0 6057.0 6058.0 6020.0 Mass of Mold, g 4204.0
Mass of Wet Sample & Tare, g 501.6 526.7 517.7 518.0 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 435.7 453.5 440.6 434.3 Hammer ID Number 318
Mass of Tare, g 139.6 139.3 138.6 140.6 Number of Blows per layer 25
Moisture Content, %22.3 23.3 25.5 28.5 Number of Layers 3
Wet Density, pcf 119.6 122.7 122.7 120.2
Dry Density, pcf 97.8 99.5 97.8 93.6
REMARKS
DESCRIPTION
CH
NA
Maximum Dry Density, pcf 99.7 Corrected Maximum Dry Density, pcf NA
Optimum Moisture Content, %23.7 Corrected Optimum Moisture Content, %NA
-
Mass of Tare, g
Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g
Mass of Dry Sample & Tare, g
-
21814/SF-1
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
RI
05/27/16
-
TEST DATA
Red Gravelly Fat Clay with Sand
Method A: Material retained on No. 4 Sieve< 25%
Method B: Material retained on 3/8" Sieve < 25%
Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
Moisture vs. Dry Density
93.0
95.0
97.0
99.0
101.0
103.0
21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0 29.0 30.0 31.0
Moisture Content, %
Dr
y D
e n s it
y ,
p
cf
100% Saturation Curves:
(Gs=2.6); (Gs=2.7); (Gs=2.8)
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By NK
SOIL Fax: [phone] Date 05/27/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 35 25 17
Mass of Wet Sample & Tare, g 44.57 48.28 46.15 Oven ID #15/496/610
Mass of Dry Sample & Tare, g 38.84 42.54 39.57 Balance ID #139/563
Mass of Tare, g 24.86 29.33 25.37 Liquid Limit Device ID #451/569
Moisture Content, %40.99 43.45 46.34
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 33.06 36.80 PREPARATION PROCEDURE DRY
Mass of Dry Sample & Tare, g 31.04 34.72
Mass of Tare, g 23.04 26.48 NOTE: MATERIAL PASSING NO. 40 SIEVE
Moisture Content, %25.25 25.24 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 574.60 LIQUID LIMIT (LL)43
Mass of Dry Sample & Tare, g 481.10 PLASTIC LIMIT (PL)25
Mass of Tare, g 98.40 PLASTICITY INDEX (PI)18
Moisture Content, %24.43 LIQUIDITY INDEX (LI)-0.03
DESCRIPTION
USCS (ASTM D2487; D2488)CL AASHTO (M 145)NA
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
Yellowish Red Lean Clay with Sand
21815/SF-2 -
--
39
40
41
42
43
44
45
46
47
48
49
10 100
NUMBER OF BLOWS
M O IS
TU
R E C
ON
T
E
N
T
%
20 25 30 40
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Mass of Wet Sample & Tare, g 574.6 Mass of Wet Sample & Tare, g 490.40
Mass of Dry Sample & Tare, g 481.1 Mass of Dry Sample & Tare, g 420.50
Mass of Tare, g 98.4 Mass of Tare, g 98.70
Moisture Content, %24.4 Moisture Content, %21.7
TOTAL Mass of wet sample 20500.0 Mass of Wet Fine Material & Tare, g 202.90
before splitting & tare, g
Mass of Tare, g 0.0 Mass of Tare, g 0.00
TOTAL Mass of dry sample, g 16474.9 Mass of Dry Fine Material, g 166.69
% of Total Sample Passing Split Sieve 90.8
Mass of Tare, g 0.0 Mass of Tare, g 0.00
Sieve Size Sample & Tare, g % RETAINED % PASSING Cumulative % PASSING
12"COBBLES 0.0 100.0 Sieve Size Mass retained, g (of Total)
3"0.0 100.0 #4 COARSE SAND 4.06 88.6
2.5"COARSE 0.0 0.0 100.0 #10 MEDIUM 12.95 83.8
2"GRAVEL 675.6 4.1 95.9 #20 SAND 16.70 81.7
1.5"915.1 5.6 94.4 #40 18.16 81.0
1"977.5 5.9 94.1 #60 FINE SAND 20.36 79.8
.75"1138.6 6.9 93.1 #100 24.30 77.6
.5"FINE GRAVEL 1408.5 8.5 91.5 #200 FINES 32.70 73.0
.375"1507.5 9.2 90.8
* - ASTM Definitions of Classification
** - AASHTO Definitions of Classification
NOTE:3/8"(9.5 mm)Sieve used for splitting sample on fine and coarse material
PARTICLE-SIZE ANALYSIS*
Oven ID # 15/496/610 % COBBLES 0.0 % MEDIUM Sand 2.8
Balance ID# 139/142/700 % COARSE Gravel 6.9 % FINE Sand 7.9
Sieve Shaker ID # 555 % FINE Gravel 4.5 % FINES 73.0
% COARSE Sand 4.8 % TOTAL SAMPLE 100.0
REMARKS PARTICLE-SIZE ANALYSIS**
% COBBLES 0.0 % COARSE Sand 2.8
% COARSE Gravel (Stone)5.9 % FINE Sand 7.9
% MEDIUM Gravel (Stone)3.2 % FINES (Silt-Clay)73.0
% FINE Gravel (Stone)7.1 % TOTAL SAMPLE 100.0
DESCRIPTION
USCS (ASTM D2487; D2488)CL AASHTO (M 145)NA
Page 1 of 2
EB
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311; Particle Size Analysis (Split Sieve)
-
05/27/16
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
MOISTURE CONTENT of FINE MATERIAL
21815/SF-2 -
Yellowish Red Lean Clay with Sand
FINE MATERIALCOARSE MATERIAL
SIEVE ANALYSIS*
MOISTURE CONTENT of TOTAL SAMPLE
-
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By EB
SOIL Fax: [phone] Date 05/27/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Particle-Size Analysis
Coarse Fine Coarse Medium Fine Silt or Clay
Boulders Cobbles Gravel Sand Fines
D10 NA mm
D30 NA mm
D60 NA mm
Cu NA
Cc NA
NA
Page 2 of 2 NA
-
Great Oaks Landfill Cells 1A & 1B Bulk
21815/SF-2 -
-1608-05-1
-
Standard Test Method for Particle-Size Analysis of Soils and Aggregates (Split Sieve)
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311
Project's Specific % Passing
Project's Specific Particle Size, mm
12
"
6"3"2.5
"
2"1.5
"
1".7
5
"
.5
"
.3
7
5
"
.2
5
"
#4 #8 #1
0
#1
6
#2
0
#3
0
#4
0
#5
0
#6
0
#1
0
0
#1
4
0
#2
0
0
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Grain size in millimeters
%

P
A
S
S
I
N
G
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
wet dry MOISTURE CONTENT
Mass of Soil before sieving, g 20500.0 16474.9 Coarse + Fine
Fraction
Coarse
Fraction
Mass of Mat. Retained on No. 4 sieve, g 574.6 1507.5
Mass of Mat. Retained on 3/8" sieve, g 1507.5 1507.5 481.1 1507.5
Mass of Mat. Retained on 3/4" sieve, g 98.4 0.0
24.4 0.0
Material Retained on No. 4 Sieve, %
Material Retained on 3/8" Sieve, %9.2
Material Retained on 3/4" Sieve, %Procedure B
Total, %(oversized)9.2
Points 1 2 3 4 5 Mold ID Number 314
Mass of Mold and Soil, g 5987.0 6038.0 6064.0 6050.0 Mass of Mold, g 4204.0
Mass of Wet Sample & Tare, g 507.3 517.5 517.5 522.6 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 450.2 456.0 452.1 449.5 Hammer ID Number 318
Mass of Tare, g 140.4 140.3 139.3 140.9 Number of Blows per layer 25
Moisture Content, %18.4 19.5 20.9 23.7 Number of Layers 3
Wet Density, pcf 118.0 121.4 123.1 122.2
Dry Density, pcf 99.7 101.6 101.8 98.8
REMARKS
DESCRIPTION
CL
NA
Maximum Dry Density, pcf 102.0 Corrected Maximum Dry Density, pcf NA
Optimum Moisture Content, %20.4 Corrected Optimum Moisture Content, %NA
TEST DATA
Yellowish Red Lean Clay with Sand
Method A: Material retained on No. 4 Sieve< 25%
Method B: Material retained on 3/8" Sieve < 25%
Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
RI
05/27/16
-21815/SF-2
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
-
Mass of Tare, g
Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g
Mass of Dry Sample & Tare, g
-
Moisture vs. Dry Density
97.0
99.0
101.0
103.0
105.0
107.0
17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0
Moisture Content, %
Dr
y D
e n s it
y ,
p
cf
100% Saturation Curves:
(Gs=2.6); (Gs=2.7); (Gs=2.8)
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By NK
SOIL Fax: [phone] Date 05/27/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 35 23 18
Mass of Wet Sample & Tare, g 42.70 43.63 42.28 Oven ID #15/496/610
Mass of Dry Sample & Tare, g 37.46 37.74 36.28 Balance ID #139/563
Mass of Tare, g 25.04 24.37 23.00 Liquid Limit Device ID #451/569
Moisture Content, %42.19 44.05 45.18
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 34.66 37.52 PREPARATION PROCEDURE DRY
Mass of Dry Sample & Tare, g 32.25 35.56
Mass of Tare, g 23.32 28.21 NOTE: MATERIAL PASSING NO. 40 SIEVE
Moisture Content, %26.99 26.67 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 619.30 LIQUID LIMIT (LL)44
Mass of Dry Sample & Tare, g 517.50 PLASTIC LIMIT (PL)27
Mass of Tare, g 89.20 PLASTICITY INDEX (PI)17
Moisture Content, %23.77 LIQUIDITY INDEX (LI)-0.19
DESCRIPTION
USCS (ASTM D2487; D2488)ML AASHTO (M 145)NA
Yellowish Red Sandy Silt
21816/SF-3 -
--
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
41
42
43
44
45
46
47
48
49
10 100
NUMBER OF BLOWS
M O IS
TU
R E C
ON
T
E
N
T
%
20 25 30 40
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Mass of Wet Sample & Tare, g 619.3 Mass of Wet Sample & Tare, g 434.70
Mass of Dry Sample & Tare, g 517.5 Mass of Dry Sample & Tare, g 379.90
Mass of Tare, g 89.2 Mass of Tare, g 101.50
Moisture Content, %23.8 Moisture Content, %19.7
TOTAL Mass of wet sample 18100.0 Mass of Wet Fine Material & Tare, g 205.00
before splitting & tare, g
Mass of Tare, g 0.0 Mass of Tare, g 0.00
TOTAL Mass of dry sample, g 14624.1 Mass of Dry Fine Material, g 171.28
% of Total Sample Passing Split Sieve 95.9
Mass of Tare, g 0.0 Mass of Tare, g 0.00
Sieve Size Sample & Tare, g % RETAINED % PASSING Cumulative % PASSING
12"COBBLES 0.0 100.0 Sieve Size Mass retained, g (of Total)
3"0.0 100.0 #4 COARSE SAND 9.30 90.7
2.5"COARSE 0.0 100.0 #10 MEDIUM 19.49 85.0
2"GRAVEL 0.0 100.0 #20 SAND 27.41 80.6
1.5"0.0 0.0 100.0 #40 30.86 78.6
1"99.4 0.7 99.3 #60 FINE SAND 35.64 76.0
.75"257.8 1.8 98.2 #100 41.49 72.7
.5"FINE GRAVEL 479.1 3.3 96.7 #200 FINES 52.21 66.7
.375"598.0 4.1 95.9
* - ASTM Definitions of Classification
** - AASHTO Definitions of Classification
NOTE:3/8"(9.5 mm)Sieve used for splitting sample on fine and coarse material
PARTICLE-SIZE ANALYSIS*
Oven ID # 15/496/610 % COBBLES 0.0 % MEDIUM Sand 6.4
Balance ID# 139/142/700 % COARSE Gravel 1.8 % FINE Sand 12.0
Sieve Shaker ID # 555 % FINE Gravel 7.5 % FINES 66.7
% COARSE Sand 5.7 % TOTAL SAMPLE 100.0
REMARKS PARTICLE-SIZE ANALYSIS**
% COBBLES 0.0 % COARSE Sand 6.4
% COARSE Gravel (Stone)0.7 % FINE Sand 12.0
% MEDIUM Gravel (Stone)3.4 % FINES (Silt-Clay)66.7
% FINE Gravel (Stone)10.9 % TOTAL SAMPLE 100.0
DESCRIPTION
USCS (ASTM D2487; D2488)ML AASHTO (M 145)NA
Page 1 of 2
EB
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311; Particle Size Analysis (Split Sieve)
-
05/27/16
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
MOISTURE CONTENT of FINE MATERIAL
21816/SF-3 -
Yellowish Red Sandy Silt
FINE MATERIALCOARSE MATERIAL
SIEVE ANALYSIS*
MOISTURE CONTENT of TOTAL SAMPLE
-
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By EB
SOIL Fax: [phone] Date 05/27/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Particle-Size Analysis
Coarse Fine Coarse Medium Fine Silt or Clay
Boulders Cobbles Gravel Sand Fines
D10 NA mm
D30 NA mm
D60 NA mm
Cu NA
Cc NA
NA
Page 2 of 2 NA
-
Great Oaks Landfill Cells 1A & 1B Bulk
21816/SF-3 -
-1608-05-1
-
Standard Test Method for Particle-Size Analysis of Soils and Aggregates (Split Sieve)
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311
Project's Specific % Passing
Project's Specific Particle Size, mm
12
"
6"3"2.5
"
2"1.5
"
1".7
5
"
.5
"
.3
7
5
"
.2
5
"
#4 #8 #1
0
#1
6
#2
0
#3
0
#4
0
#5
0
#6
0
#1
0
0
#1
4
0
#2
0
0
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Grain size in millimeters
%

P
A
S
S
I
N
G
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
wet dry MOISTURE CONTENT
Mass of Soil before sieving, g 18100.0 14624.1 Coarse + Fine
Fraction
Coarse
Fraction
Mass of Mat. Retained on No. 4 sieve, g 619.3 598.0
Mass of Mat. Retained on 3/8" sieve, g 598.0 598.0 517.5 598.0
Mass of Mat. Retained on 3/4" sieve, g 89.2 0.0
23.8 0.0
Material Retained on No. 4 Sieve, %
Material Retained on 3/8" Sieve, %4.1
Material Retained on 3/4" Sieve, %Procedure B
Total, %(oversized)4.1
Points 1 2 3 4 5 Mold ID Number 314
Mass of Mold and Soil, g 6023.0 6082.0 6100.0 6074.0 Mass of Mold, g 4204.0
Mass of Wet Sample & Tare, g 541.7 531.3 547.7 555.6 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 478.1 466.8 475.6 475.5 Hammer ID Number 318
Mass of Tare, g 139.5 139.2 138.4 139.3 Number of Blows per layer 25
Moisture Content, %18.8 19.7 21.4 23.8 Number of Layers 3
Wet Density, pcf 120.4 124.3 125.5 123.8
Dry Density, pcf 101.4 103.9 103.4 100.0
REMARKS
DESCRIPTION
ML
NA
Maximum Dry Density, pcf 104.3 Corrected Maximum Dry Density, pcf NA
Optimum Moisture Content, %20.4 Corrected Optimum Moisture Content, %NA
TEST DATA
Yellowish Red Sandy Silt
Method A: Material retained on No. 4 Sieve< 25%
Method B: Material retained on 3/8" Sieve < 25%
Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
21816/SF-3
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
RI
05/27/16
-
-
Mass of Tare, g
Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g
Mass of Dry Sample & Tare, g
-
Moisture vs. Dry Density
98.0
100.0
102.0
104.0
106.0
108.0
17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0
Moisture Content, %
Dr
y D
e n s it
y ,
p
cf
100% Saturation Curves:
(Gs=2.6); (Gs=2.7); (Gs=2.8)
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By NK
SOIL Fax: [phone] Date 05/27/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 35 24 18
Mass of Wet Sample & Tare, g 37.62 37.97 43.53 Oven ID #15/496/610
Mass of Dry Sample & Tare, g 31.40 32.52 36.54 Balance ID #139/563
Mass of Tare, g 20.75 23.60 25.44 Liquid Limit Device ID #451/569
Moisture Content, %58.40 61.10 62.97
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 34.53 34.69 PREPARATION PROCEDURE DRY
Mass of Dry Sample & Tare, g 31.62 31.95
Mass of Tare, g 24.39 25.17 NOTE: MATERIAL PASSING NO. 40 SIEVE
Moisture Content, %40.25 40.41 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 594.50 LIQUID LIMIT (LL)61
Mass of Dry Sample & Tare, g 445.40 PLASTIC LIMIT (PL)40
Mass of Tare, g 101.60 PLASTICITY INDEX (PI)21
Moisture Content, %43.37 LIQUIDITY INDEX (LI)0.16
DESCRIPTION
USCS (ASTM D2487; D2488)MH AASHTO (M 145)NA
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
Red Elastic Silt with Sand
21817/SF-4 -
--
57
58
59
60
61
62
63
64
65
10 100
NUMBER OF BLOWS
M O IS
TU
R E C
ON
T
E
N
T
%
20 25 30 40
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Mass of Wet Sample & Tare, g 594.5 Mass of Wet Sample & Tare, g 460.40
Mass of Dry Sample & Tare, g 445.4 Mass of Dry Sample & Tare, g 363.10
Mass of Tare, g 101.6 Mass of Tare, g 99.60
Moisture Content, %43.4 Moisture Content, %36.9
TOTAL Mass of wet sample 16100.0 Mass of Wet Fine Material & Tare, g 203.80
before splitting & tare, g
Mass of Tare, g 0.0 Mass of Tare, g 0.00
TOTAL Mass of dry sample, g 11229.8 Mass of Dry Fine Material, g 148.84
% of Total Sample Passing Split Sieve 99.4
Mass of Tare, g 0.0 Mass of Tare, g 0.00
Sieve Size Sample & Tare, g % RETAINED % PASSING Cumulative % PASSING
12"COBBLES 0.0 100.0 Sieve Size Mass retained, g (of Total)
3"0.0 100.0 #4 COARSE SAND 0.96 98.8
2.5"COARSE 0.0 100.0 #10 MEDIUM 3.92 96.8
2"GRAVEL 0.0 100.0 #20 SAND 8.48 93.8
1.5"0.0 100.0 #40 11.66 91.6
1"0.0 0.0 100.0 #60 FINE SAND 15.69 89.0
.75"24.2 0.2 99.8 #100 21.13 85.3
.5"FINE GRAVEL 43.0 0.4 99.6 #200 FINES 29.32 79.8
.375"63.4 0.6 99.4
* - ASTM Definitions of Classification
** - AASHTO Definitions of Classification
NOTE:3/8"(9.5 mm)Sieve used for splitting sample on fine and coarse material
PARTICLE-SIZE ANALYSIS*
Oven ID # 15/496/610 % COBBLES 0.0 % MEDIUM Sand 5.2
Balance ID# 139/142/700 % COARSE Gravel 0.2 % FINE Sand 11.8
Sieve Shaker ID # 555 % FINE Gravel 1.0 % FINES 79.8
% COARSE Sand 2.0 % TOTAL SAMPLE 100.0
REMARKS PARTICLE-SIZE ANALYSIS**
% COBBLES 0.0 % COARSE Sand 5.2
% COARSE Gravel (Stone)0.0 % FINE Sand 11.8
% MEDIUM Gravel (Stone)0.6 % FINES (Silt-Clay)79.8
% FINE Gravel (Stone)2.6 % TOTAL SAMPLE 100.0
DESCRIPTION
USCS (ASTM D2487; D2488)MH AASHTO (M 145)NA
Page 1 of 2
EB
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311; Particle Size Analysis (Split Sieve)
-
05/27/16
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
MOISTURE CONTENT of FINE MATERIAL
21817/SF-4 -
Red Elastic Silt with Sand
FINE MATERIALCOARSE MATERIAL
SIEVE ANALYSIS*
MOISTURE CONTENT of TOTAL SAMPLE
-
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By EB
SOIL Fax: [phone] Date 05/27/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Particle-Size Analysis
Coarse Fine Coarse Medium Fine Silt or Clay
Boulders Cobbles Gravel Sand Fines
D10 NA mm
D30 NA mm
D60 NA mm
Cu NA
Cc NA
NA
Page 2 of 2 NA
-
Great Oaks Landfill Cells 1A & 1B Bulk
21817/SF-4 -
-1608-05-1
-
Standard Test Method for Particle-Size Analysis of Soils and Aggregates (Split Sieve)
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311
Project's Specific % Passing
Project's Specific Particle Size, mm
12
"
6"3"2.5
"
2"1.5
"
1".7
5
"
.5
"
.3
7
5
"
.2
5
"
#4 #8 #1
0
#1
6
#2
0
#3
0
#4
0
#5
0
#6
0
#1
0
0
#1
4
0
#2
0
0
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Grain size in millimeters
%

P
A
S
S
I
N
G
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
wet dry MOISTURE CONTENT
Mass of Soil before sieving, g 16100.0 11229.8 Coarse + Fine
Fraction
Coarse
Fraction
Mass of Mat. Retained on No. 4 sieve, g 594.5 63.4
Mass of Mat. Retained on 3/8" sieve, g 63.4 63.4 445.4 63.4
Mass of Mat. Retained on 3/4" sieve, g 101.6 0.0
43.4 0.0
Material Retained on No. 4 Sieve, %
Material Retained on 3/8" Sieve, %0.6
Material Retained on 3/4" Sieve, %Procedure B
Total, %(oversized)0.6
Points 1 2 3 4 5 Mold ID Number 314
Mass of Mold and Soil, g 5797.0 5850.0 5846.0 5834.0 Mass of Mold, g 4204.0
Mass of Wet Sample & Tare, g 510.1 523.6 517.0 511.4 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 425.0 432.8 423.9 414.1 Hammer ID Number 318
Mass of Tare, g 138.5 140.2 139.8 139.3 Number of Blows per layer 25
Moisture Content, %29.7 31.0 32.8 35.4 Number of Layers 3
Wet Density, pcf 105.5 109.0 108.7 107.9
Dry Density, pcf 81.3 83.2 81.9 79.7
REMARKS
DESCRIPTION
MH
NA
Maximum Dry Density, pcf 83.3 Corrected Maximum Dry Density, pcf NA
Optimum Moisture Content, %31.2 Corrected Optimum Moisture Content, %NA
TEST DATA
Red Elastic Silt with Sand
Method A: Material retained on No. 4 Sieve< 25%
Method B: Material retained on 3/8" Sieve < 25%
Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
RI
05/27/16
-21817/SF-4
-1608-05-1
Great Oaks Landfill Cells 1A & 1B Bulk
-
Mass of Tare, g
Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g
Mass of Dry Sample & Tare, g
-
Moisture vs. Dry Density
77.0
79.0
81.0
83.0
85.0
87.0
28.0 29.0 30.0 31.0 32.0 33.0 34.0 35.0 36.0 37.0 38.0
Moisture Content, %
Dr
y D
e n s it
y ,
p
cf
100% Saturation Curves:
(Gs=2.6); (Gs=2.7); (Gs=2.8)
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By EB
SOIL Fax: [phone] Date 06/14/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 35 25 15
Mass of Wet Sample & Tare, g 46.30 49.43 49.07 Oven ID #15/496/610
Mass of Dry Sample & Tare, g 40.69 42.82 42.34 Balance ID #139/563
Mass of Tare, g 25.11 24.91 24.82 Liquid Limit Device ID #451/569
Moisture Content, %36.01 36.91 38.41
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 37.63 31.16 PREPARATION PROCEDURE DRY
Mass of Dry Sample & Tare, g 35.48 29.63
Mass of Tare, g 26.16 23.02 NOTE: MATERIAL PASSING NO. 40 SIEVE
Moisture Content, %23.07 23.15 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 550.00 LIQUID LIMIT (LL)37
Mass of Dry Sample & Tare, g 467.70 PLASTIC LIMIT (PL)23
Mass of Tare, g 89.50 PLASTICITY INDEX (PI)14
Moisture Content, %21.76 LIQUIDITY INDEX (LI)-0.09
DESCRIPTION
USCS (ASTM D2487; D2488)CL AASHTO (M 145)NA
-1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
Brownish Yellow Lean Clay with Sand
21899/SF-5 -
--
35
36
37
38
39
40
41
10 100
NUMBER OF BLOWS
M O IS
TU
R E C
ON
T
E
N
T
%
20 25 30 40
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Mass of Wet Sample & Tare, g 550.0 Mass of Wet Sample & Tare, g 431.40
Mass of Dry Sample & Tare, g 467.7 Mass of Dry Sample & Tare, g 373.40
Mass of Tare, g 89.5 Mass of Tare, g 105.90
Moisture Content, %21.8 Moisture Content, %21.7
TOTAL Mass of wet sample 26500.0 Mass of Wet Fine Material & Tare, g 201.10
before splitting & tare, g
Mass of Tare, g 0.0 Mass of Tare, g 0.00
TOTAL Mass of dry sample, g 21764.0 Mass of Dry Fine Material, g 165.27
% of Total Sample Passing Split Sieve 96.8
Mass of Tare, g 0.0 Mass of Tare, g 0.00
Sieve Size Sample & Tare, g % RETAINED % PASSING Cumulative % PASSING
12"COBBLES 0.0 100.0 Sieve Size Mass retained, g (of Total)
3"0.0 100.0 #4 COARSE SAND 3.04 95.0
2.5"COARSE 0.0 100.0 #10 MEDIUM 6.78 92.8
2"GRAVEL 0.0 100.0 #20 SAND 9.66 91.1
1.5"0.0 0.0 100.0 #40 11.96 89.8
1"528.3 2.4 97.6 #60 FINE SAND 14.96 88.0
.75"557.0 2.6 97.4 #100 19.51 85.4
.5"FINE GRAVEL 636.5 2.9 97.1 #200 FINES 26.95 81.0
.375"697.0 3.2 96.8
* - ASTM Definitions of Classification
** - AASHTO Definitions of Classification
NOTE:3/8"(9.5 mm)Sieve used for splitting sample on fine and coarse material
PARTICLE-SIZE ANALYSIS*
Oven ID # 15/496/610 % COBBLES 0.0 % MEDIUM Sand 3.0
Balance ID# 139/142/700 % COARSE Gravel 2.6 % FINE Sand 8.8
Sieve Shaker ID # 555 % FINE Gravel 2.4 % FINES 81.0
% COARSE Sand 2.2 % TOTAL SAMPLE 100.0
REMARKS PARTICLE-SIZE ANALYSIS**
% COBBLES 0.0 % COARSE Sand 3.0
% COARSE Gravel (Stone)2.4 % FINE Sand 8.8
% MEDIUM Gravel (Stone)0.8 % FINES (Silt-Clay)81.0
% FINE Gravel (Stone)4.0 % TOTAL SAMPLE 100.0
DESCRIPTION
USCS (ASTM D2487; D2488)CL AASHTO (M 145)NA
Page 1 of 2
RI
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311; Particle Size Analysis (Split Sieve)
-
06/13/16
-1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
.
MOISTURE CONTENT of FINE MATERIAL
21899/SF-5 -
Brownish Yellow Lean Clay with Sand
FINE MATERIALCOARSE MATERIAL
SIEVE ANALYSIS*
MOISTURE CONTENT of TOTAL SAMPLE
-
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By RI
SOIL Fax: [phone] Date 06/13/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Particle-Size Analysis
Coarse Fine Coarse Medium Fine Silt or Clay
Boulders Cobbles Gravel Sand Fines
D10 NA mm
D30 NA mm
D60 NA mm
Cu NA
Cc NA
NA
Page 2 of 2 NA
-
Great Oaks Landfill Cells 1A & 1B Bulk
21899/SF-5 -
-1608-05-2
-
Standard Test Method for Particle-Size Analysis of Soils and Aggregates (Split Sieve)
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311
Project's Specific % Passing
Project's Specific Particle Size, mm
12
"
6"3"2.5
"
2"1.5
"
1".7
5
"
.5
"
.3
7
5
"
.2
5
"
#4 #8 #1
0
#1
6
#2
0
#3
0
#4
0
#5
0
#6
0
#1
0
0
#1
4
0
#2
0
0
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Grain size in millimeters
%

P
A
S
S
I
N
G
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
wet dry MOISTURE CONTENT
Mass of Soil before sieving, g 26500.0 21764.0 Coarse + Fine
Fraction
Coarse
Fraction
Mass of Mat. Retained on No. 4 sieve, g 550.0 697.0
Mass of Mat. Retained on 3/8" sieve, g 697.0 697.0 467.7 697.0
Mass of Mat. Retained on 3/4" sieve, g 89.5 0.0
21.8 0.0
Material Retained on No. 4 Sieve, %
Material Retained on 3/8" Sieve, %3.2
Material Retained on 3/4" Sieve, %Procedure B
Total, %(oversized)3.2
Points 1 2 3 4 5 Mold ID Number 314
Mass of Mold and Soil, g 6039.0 6062.0 6076.0 6070.0 Mass of Mold, g 4204.0
Mass of Wet Sample & Tare, g 538.5 537.0 532.6 532.6 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 474.8 470.7 462.3 455.6 Hammer ID Number 318
Mass of Tare, g 125.2 125.4 125.5 127.8 Number of Blows per layer 25
Moisture Content, %18.2 19.2 20.9 23.5 Number of Layers 3
Wet Density, pcf 121.5 123.0 123.9 123.5
Dry Density, pcf 102.8 103.2 102.5 100.0
REMARKS
DESCRIPTION
CL
NA
Maximum Dry Density, pcf 103.3 Corrected Maximum Dry Density, pcf NA
Optimum Moisture Content, %19.5 Corrected Optimum Moisture Content, %NA
TEST DATA
Brownish Yellow Lean Clay with Sand
Method A: Material retained on No. 4 Sieve< 25%
Method B: Material retained on 3/8" Sieve < 25%
Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
MK
06/13/16
-21899/SF-5
-1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
-
Mass of Tare, g
Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g
Mass of Dry Sample & Tare, g
-
Moisture vs. Dry Density
98.0
100.0
102.0
104.0
106.0
108.0
17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0
Moisture Content, %
Dr
y D
e n s it
y ,
p
cf
100% Saturation Curves:
(Gs=2.6); (Gs=2.7); (Gs=2.8)
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By EB
SOIL Fax: [phone] Date 06/14/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 35 27 15
Mass of Wet Sample & Tare, g 48.26 48.57 46.71 Oven ID #15/496/610
Mass of Dry Sample & Tare, g 41.60 41.49 39.94 Balance ID #139/563
Mass of Tare, g 25.89 25.42 25.75 Liquid Limit Device ID #451/569
Moisture Content, %42.39 44.06 47.71
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 38.49 32.09 PREPARATION PROCEDURE DRY
Mass of Dry Sample & Tare, g 36.56 30.68
Mass of Tare, g 28.57 24.86 NOTE: MATERIAL PASSING NO. 40 SIEVE
Moisture Content, %24.16 24.23 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 555.30 LIQUID LIMIT (LL)45
Mass of Dry Sample & Tare, g 467.10 PLASTIC LIMIT (PL)24
Mass of Tare, g 94.80 PLASTICITY INDEX (PI)21
Moisture Content, %23.69 LIQUIDITY INDEX (LI)-0.01
DESCRIPTION
USCS (ASTM D2487; D2488)CL AASHTO (M 145)NA
Yellowish Brown Lean Clay
21900/SF-6 -
--
-1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
41
42
43
44
45
46
47
48
49
10 100
NUMBER OF BLOWS
M O IS
TU
R E C
ON
T
E
N
T
%
20 25 30 40
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Mass of Wet Sample & Tare, g 555.3 Mass of Wet Sample & Tare, g 450.80
Mass of Dry Sample & Tare, g 467.1 Mass of Dry Sample & Tare, g 383.10
Mass of Tare, g 94.8 Mass of Tare, g 101.70
Moisture Content, %23.7 Moisture Content, %24.1
TOTAL Mass of wet sample 24300.0 Mass of Wet Fine Material & Tare, g 200.50
before splitting & tare, g
Mass of Tare, g 0.0 Mass of Tare, g 0.00
TOTAL Mass of dry sample, g 19645.8 Mass of Dry Fine Material, g 161.62
% of Total Sample Passing Split Sieve 99.1
Mass of Tare, g 0.0 Mass of Tare, g 0.00
Sieve Size Sample & Tare, g % RETAINED % PASSING Cumulative % PASSING
12"COBBLES 0.0 100.0 Sieve Size Mass retained, g (of Total)
3"0.0 100.0 #4 COARSE SAND 2.10 97.8
2.5"COARSE 0.0 100.0 #10 MEDIUM 4.86 96.1
2"GRAVEL 0.0 100.0 #20 SAND 6.16 95.3
1.5"0.0 100.0 #40 6.66 95.0
1"0.0 0.0 100.0 #60 FINE SAND 7.26 94.6
.75"29.6 0.2 99.8 #100 8.20 94.1
.5"FINE GRAVEL 127.7 0.7 99.3 #200 FINES 10.55 92.6
.375"181.2 0.9 99.1
* - ASTM Definitions of Classification
** - AASHTO Definitions of Classification
NOTE:3/8"(9.5 mm)Sieve used for splitting sample on fine and coarse material
PARTICLE-SIZE ANALYSIS*
Oven ID # 15/496/610 % COBBLES 0.0 % MEDIUM Sand 1.1
Balance ID# 139/142/700 % COARSE Gravel 0.2 % FINE Sand 2.4
Sieve Shaker ID # 555 % FINE Gravel 2.1 % FINES 92.6
% COARSE Sand 1.7 % TOTAL SAMPLE 100.0
REMARKS PARTICLE-SIZE ANALYSIS**
% COBBLES 0.0 % COARSE Sand 1.1
% COARSE Gravel (Stone)0.0 % FINE Sand 2.4
% MEDIUM Gravel (Stone)0.9 % FINES (Silt-Clay)92.6
% FINE Gravel (Stone)3.0 % TOTAL SAMPLE 100.0
DESCRIPTION
USCS (ASTM D2487; D2488)CL AASHTO (M 145)NA
Page 1 of 2
MOISTURE CONTENT of FINE MATERIAL
21900/SF-6 -
Yellowish Brown Lean Clay
FINE MATERIALCOARSE MATERIAL
SIEVE ANALYSIS*
MOISTURE CONTENT of TOTAL SAMPLE
-
RI
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311; Particle Size Analysis (Split Sieve)
-
06/13/16
-1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By RI
SOIL Fax: [phone] Date 06/13/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Particle-Size Analysis
Coarse Fine Coarse Medium Fine Silt or Clay
Boulders Cobbles Gravel Sand Fines
D10 NA mm
D30 NA mm
D60 NA mm
Cu NA
Cc NA
NA
Page 2 of 2 NA
Project's Specific % Passing
Project's Specific Particle Size, mm
-1608-05-2
-
Standard Test Method for Particle-Size Analysis of Soils and Aggregates (Split Sieve)
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311
-
Great Oaks Landfill Cells 1A & 1B Bulk
21900/SF-6 -
12
"
6"3"2.5
"
2"1.5
"
1".7
5
"
.5
"
.3
7
5
"
.2
5
"
#4 #8 #1
0
#1
6
#2
0
#3
0
#4
0
#5
0
#6
0
#1
0
0
#1
4
0
#2
0
0
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Grain size in millimeters
%

P
A
S
S
I
N
G
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
wet dry MOISTURE CONTENT
Mass of Soil before sieving, g 24300.0 19645.8 Coarse + Fine
Fraction
Coarse
Fraction
Mass of Mat. Retained on No. 4 sieve, g 555.3 181.2
Mass of Mat. Retained on 3/8" sieve, g 181.2 181.2 467.1 181.2
Mass of Mat. Retained on 3/4" sieve, g 94.8 0.0
23.7 0.0
Material Retained on No. 4 Sieve, %
Material Retained on 3/8" Sieve, %0.9
Material Retained on 3/4" Sieve, %Procedure B
Total, %(oversized)0.9
Points 1 2 3 4 5 Mold ID Number 314
Mass of Mold and Soil, g 5951.0 6010.0 6043.0 6060.0 Mass of Mold, g 4204.0
Mass of Wet Sample & Tare, g 588.0 579.0 537.2 589.0 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 532.6 516.6 465.8 511.4 Hammer ID Number 318
Mass of Tare, g 183.3 176.3 125.2 183.3 Number of Blows per layer 25
Moisture Content, %15.9 18.3 21.0 23.7 Number of Layers 3
Wet Density, pcf 115.7 119.6 121.7 122.9
Dry Density, pcf 99.8 101.0 100.6 99.4
REMARKS
DESCRIPTION
CL
NA
Maximum Dry Density, pcf 101.1 Corrected Maximum Dry Density, pcf NA
Optimum Moisture Content, %19.1 Corrected Optimum Moisture Content, %NA
-
Mass of Tare, g
Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g
Mass of Dry Sample & Tare, g
-
21900/SF-6
-1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
MK
06/13/16
-
TEST DATA
Yellowish Brown Lean Clay
Method A: Material retained on No. 4 Sieve< 25%
Method B: Material retained on 3/8" Sieve < 25%
Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
Moisture vs. Dry Density
95.0
97.0
99.0
101.0
103.0
105.0
15.0 16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0
Moisture Content, %
Dr
y D
e n s it
y ,
p
cf
100% Saturation Curves:
(Gs=2.6); (Gs=2.7); (Gs=2.8)
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By EB
SOIL Fax: [phone] Date 08/05/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 35 27 15
Mass of Wet Sample & Tare, g 45.99 42.98 47.55 Oven ID #15/496/610
Mass of Dry Sample & Tare, g 39.66 37.08 40.16 Balance ID #139/563
Mass of Tare, g 26.12 24.83 25.81 Liquid Limit Device ID #451/569
Moisture Content, %46.75 48.16 51.50
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 31.37 35.80 PREPARATION PROCEDURE DRY
Mass of Dry Sample & Tare, g 29.72 33.10
Mass of Tare, g 24.82 25.13 NOTE: MATERIAL PASSING NO. 40 SIEVE
Moisture Content, %33.67 33.88 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 976.80 LIQUID LIMIT (LL)49
Mass of Dry Sample & Tare, g 769.60 PLASTIC LIMIT (PL)34
Mass of Tare, g 162.30 PLASTICITY INDEX (PI)15
Moisture Content, %34.12 LIQUIDITY INDEX (LI)0.01
DESCRIPTION
USCS (ASTM D2487; D2488)ML AASHTO (M 145)NA
Red Silt with Sand
22168/SF-7 -
--
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
46
47
48
49
50
51
52
53
54
10 100
NUMBER OF BLOWS
M O IS
TU
R E C
ON
T
E
N
T
%
20 25 30 40
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Mass of Wet Sample & Tare, g 976.8 Mass of Wet Sample & Tare, g 406.30
Mass of Dry Sample & Tare, g 769.6 Mass of Dry Sample & Tare, g 323.00
Mass of Tare, g 162.3 Mass of Tare, g 91.10
Moisture Content, %34.1 Moisture Content, %35.9
TOTAL Mass of wet sample 23600.0 Mass of Wet Fine Material & Tare, g 207.60
before splitting & tare, g
Mass of Tare, g 0.0 Mass of Tare, g 0.00
TOTAL Mass of dry sample, g 17596.4 Mass of Dry Fine Material, g 152.74
% of Total Sample Passing Split Sieve 95.7
Mass of Tare, g 0.0 Mass of Tare, g 0.00
Sieve Size Sample & Tare, g % RETAINED % PASSING Cumulative % PASSING
12"COBBLES 0.0 100.0 Sieve Size Mass retained, g (of Total)
3"0.0 100.0 #4 COARSE SAND 2.36 94.3
2.5"COARSE 0.0 100.0 #10 MEDIUM 5.30 92.4
2"GRAVEL 0.0 0.0 100.0 #20 SAND 7.69 90.9
1.5"138.8 0.8 99.2 #40 9.60 89.7
1"368.4 2.1 97.9 #60 FINE SAND 13.97 87.0
.75"463.2 2.6 97.4 #100 20.58 82.8
.5"FINE GRAVEL 673.7 3.8 96.2 #200 FINES 31.41 76.1
.375"748.4 4.3 95.7
* - ASTM Definitions of Classification
** - AASHTO Definitions of Classification
NOTE:3/8"(9.5 mm)Sieve used for splitting sample on fine and coarse material
PARTICLE-SIZE ANALYSIS*
Oven ID # 15/496/610 % COBBLES 0.0 % MEDIUM Sand 2.7
Balance ID# 139/142/700 % COARSE Gravel 2.6 % FINE Sand 13.7
Sieve Shaker ID # 555 % FINE Gravel 3.1 % FINES 76.1
% COARSE Sand 1.8 % TOTAL SAMPLE 100.0
REMARKS PARTICLE-SIZE ANALYSIS**
% COBBLES 0.0 % COARSE Sand 2.7
% COARSE Gravel (Stone)2.1 % FINE Sand 13.7
% MEDIUM Gravel (Stone)2.2 % FINES (Silt-Clay)76.1
% FINE Gravel (Stone)3.3 % TOTAL SAMPLE 100.0
DESCRIPTION
USCS (ASTM D2487; D2488)ML AASHTO (M 145)NA
Page 1 of 2
MOISTURE CONTENT of FINE MATERIAL
22168/SF-7 -
Red Silt with Sand
FINE MATERIALCOARSE MATERIAL
SIEVE ANALYSIS*
MOISTURE CONTENT of TOTAL SAMPLE
-
RI
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311; Particle Size Analysis (Split Sieve)
-
08/04/16
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By RI
SOIL Fax: [phone] Date 08/04/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Particle-Size Analysis
Coarse Fine Coarse Medium Fine Silt or Clay
Boulders Cobbles Gravel Sand Fines
D10 NA mm
D30 NA mm
D60 NA mm
Cu NA
Cc NA
NA
Page 2 of 2 NA
Project's Specific % Passing
Project's Specific Particle Size, mm
A018-176 1608-05-2
-
Standard Test Method for Particle-Size Analysis of Soils and Aggregates (Split Sieve)
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311
-
Great Oaks Landfill Cells 1A & 1B Bulk
22168/SF-7 -
12
"
6"3"2.5
"
2"1.5
"
1"
.7
5
"
.5
"
.3
7
5
"
.2
5
"
#4 #8 #1
0
#1
6
#2
0
#3
0
#4
0
#5
0
#6
0
#1
0
0
#1
4
0
#2
0
0
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Grain size in millimeters
%

P
A
S
S
I
N
G
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
wet dry MOISTURE CONTENT
Mass of Soil before sieving, g 23600.0 17596.4 Coarse + Fine
Fraction
Coarse
Fraction
Mass of Mat. Retained on No. 4 sieve, g 976.8 748.4
Mass of Mat. Retained on 3/8" sieve, g 748.4 748.4 769.6 748.4
Mass of Mat. Retained on 3/4" sieve, g 162.3 0.0
34.1 0.0
Material Retained on No. 4 Sieve, %
Material Retained on 3/8" Sieve, %4.3
Material Retained on 3/4" Sieve, %Procedure B
Total, %(oversized)4.3
Points 1 2 3 4 5 Mold ID Number 314
Mass of Mold and Soil, g 5905.0 5968.0 5984.0 5983.0 Mass of Mold, g 4204.0
Mass of Wet Sample & Tare, g 601.7 539.1 546.6 553.2 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 530.4 460.0 459.3 456.0 Hammer ID Number 318
Mass of Tare, g 182.1 125.2 124.5 125.6 Number of Blows per layer 25
Moisture Content, %20.5 23.6 26.1 29.4 Number of Layers 3
Wet Density, pcf 112.6 116.8 117.8 117.8
Dry Density, pcf 93.5 94.5 93.5 91.0
REMARKS
DESCRIPTION
ML
NA
Maximum Dry Density, pcf 94.5 Corrected Maximum Dry Density, pcf NA
Optimum Moisture Content, %23.3 Corrected Optimum Moisture Content, %NA
-
Mass of Tare, g
Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g
Mass of Dry Sample & Tare, g
-
22168/SF-7
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
RI
08/04/16
-
TEST DATA
Red Silt with Sand
Method A: Material retained on No. 4 Sieve< 25%
Method B: Material retained on 3/8" Sieve < 25%
Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
Moisture vs. Dry Density
89.0
91.0
93.0
95.0
97.0
99.0
19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0 29.0 30.0
Moisture Content, %
Dr
y D
e n s it
y ,
p
cf
100% Saturation Curves:
(Gs=2.6); (Gs=2.7); (Gs=2.8)
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By EB
SOIL Fax: [phone] Date 08/05/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 32 26 17
Mass of Wet Sample & Tare, g 45.45 44.17 43.39 Oven ID #15/496/610
Mass of Dry Sample & Tare, g 40.10 38.70 38.28 Balance ID #139/563
Mass of Tare, g 25.84 24.41 25.46 Liquid Limit Device ID #451/569
Moisture Content, %37.52 38.28 39.86
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 34.62 35.28 PREPARATION PROCEDURE DRY
Mass of Dry Sample & Tare, g 32.89 33.34
Mass of Tare, g 26.79 26.49 NOTE: MATERIAL PASSING NO. 40 SIEVE
Moisture Content, %28.36 28.32 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 1196.20 LIQUID LIMIT (LL)38
Mass of Dry Sample & Tare, g 1001.80 PLASTIC LIMIT (PL)28
Mass of Tare, g 171.80 PLASTICITY INDEX (PI)10
Moisture Content, %23.42 LIQUIDITY INDEX (LI)-0.46
DESCRIPTION
USCS (ASTM D2487; D2488)ML AASHTO (M 145)NA
Yellowish Red Silt
22169/SF-8 -
--
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
36
37
38
39
40
41
42
10 100
M O I S T UR
E C O N T E N T %
NUMBER OF BLOWS
20 25 30 40
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Mass of Wet Sample & Tare, g 1196.2 Mass of Wet Sample & Tare, g 350.70
Mass of Dry Sample & Tare, g 1001.8 Mass of Dry Sample & Tare, g 302.70
Mass of Tare, g 171.8 Mass of Tare, g 95.60
Moisture Content, %23.4 Moisture Content, %23.2
TOTAL Mass of wet sample 16300.0 Mass of Wet Fine Material & Tare, g 212.30
before splitting & tare, g
Mass of Tare, g 0.0 Mass of Tare, g 0.00
TOTAL Mass of dry sample, g 13206.8 Mass of Dry Fine Material, g 172.35
% of Total Sample Passing Split Sieve 98.2
Mass of Tare, g 0.0 Mass of Tare, g 0.00
Sieve Size Sample & Tare, g % RETAINED % PASSING Cumulative % PASSING
12"COBBLES 0.0 100.0 Sieve Size Mass retained, g (of Total)
3"0.0 100.0 #4 COARSE SAND 0.46 98.0
2.5"COARSE 0.0 100.0 #10 MEDIUM 0.90 97.7
2"GRAVEL 0.0 100.0 #20 SAND 1.45 97.4
1.5"0.0 0.0 100.0 #40 1.77 97.2
1"93.6 0.7 99.3 #60 FINE SAND 2.29 96.9
.75"160.2 1.2 98.8 #100 3.07 96.5
.5"FINE GRAVEL 213.5 1.6 98.4 #200 FINES 4.54 95.6
.375"235.6 1.8 98.2
* - ASTM Definitions of Classification
** - AASHTO Definitions of Classification
NOTE:3/8"(9.5 mm)Sieve used for splitting sample on fine and coarse material
PARTICLE-SIZE ANALYSIS*
Oven ID # 15/496/610 % COBBLES 0.0 % MEDIUM Sand 0.5
Balance ID# 139/142/700 % COARSE Gravel 1.2 % FINE Sand 1.6
Sieve Shaker ID # 555 % FINE Gravel 0.8 % FINES 95.6
% COARSE Sand 0.3 % TOTAL SAMPLE 100.0
REMARKS PARTICLE-SIZE ANALYSIS**
% COBBLES 0.0 % COARSE Sand 0.5
% COARSE Gravel (Stone)0.7 % FINE Sand 1.6
% MEDIUM Gravel (Stone)1.1 % FINES (Silt-Clay)95.6
% FINE Gravel (Stone)0.5 % TOTAL SAMPLE 100.0
DESCRIPTION
USCS (ASTM D2487; D2488)ML AASHTO (M 145)NA
Page 1 of 2
RI
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311; Particle Size Analysis (Split Sieve)
-
08/04/16
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
MOISTURE CONTENT of FINE MATERIAL
22169/SF-8 -
Yellowish Red Silt
FINE MATERIALCOARSE MATERIAL
SIEVE ANALYSIS*
MOISTURE CONTENT of TOTAL SAMPLE
-
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By RI
SOIL Fax: [phone] Date 08/04/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Particle-Size Analysis
Coarse Fine Coarse Medium Fine Silt or Clay
Boulders Cobbles Gravel Sand Fines
D10 NA mm
D30 NA mm
D60 NA mm
Cu NA
Cc NA
NA
Page 2 of 2 NA
-
Great Oaks Landfill Cells 1A & 1B Bulk
22169/SF-8 -
A018-176 1608-05-2
-
Standard Test Method for Particle-Size Analysis of Soils and Aggregates (Split Sieve)
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311
Project's Specific % Passing
Project's Specific Particle Size, mm
12
"
6"3"
2 .5"
2"
1 .5"
1"
.75
"
.5"
.3 75
"
.25
"
#4 #8
#1
0
#1
6
#2
0
#3
0
#4
0
#5
0
#6
0
#1
0
0
#1
4
0
#2
0
0
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
%
P
A
S
S
I
N
G
Grain size in millimeters
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
wet dry MOISTURE CONTENT
Mass of Soil before sieving, g 16300.0 13206.8 Coarse + Fine
Fraction
Coarse
Fraction
Mass of Mat. Retained on No. 4 sieve, g 1196.2 235.6
Mass of Mat. Retained on 3/8" sieve, g 235.6 235.6 1001.8 235.6
Mass of Mat. Retained on 3/4" sieve, g 171.8 0.0
23.4 0.0
Material Retained on No. 4 Sieve, %
Material Retained on 3/8" Sieve, %1.8
Material Retained on 3/4" Sieve, %Procedure B
Total, %(oversized)1.8
Points 1 2 3 4 5 Mold ID Number 314
Mass of Mold and Soil, g 6002.0 6030.0 6051.0 6044.0 Mass of Mold, g 4204.0
Mass of Wet Sample & Tare, g 611.0 557.8 544.1 561.8 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 547.3 490.8 475.6 482.3 Hammer ID Number 318
Mass of Tare, g 178.2 126.3 130.0 130.1 Number of Blows per layer 25
Moisture Content, %17.3 18.4 19.8 22.6 Number of Layers 3
Wet Density, pcf 119.0 120.9 122.3 121.8
Dry Density, pcf 101.5 102.1 102.1 99.4
REMARKS
DESCRIPTION
ML
NA
Maximum Dry Density, pcf 102.2 Corrected Maximum Dry Density, pcf NA
Optimum Moisture Content, %19.1 Corrected Optimum Moisture Content, %NA
TEST DATA
Yellowish Red Silt
Method A: Material retained on No. 4 Sieve< 25%
Method B: Material retained on 3/8" Sieve < 25%
Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
22169/SF-8
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
RI
08/04/16
-
-
Mass of Tare, g
Moisture Content, %
ASTM D 698Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g
Mass of Dry Sample & Tare, g
-
98.0
100.0
102.0
104.0
106.0
108.0
16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0
D r y D en
s
it
y , pc
f
Moisture Content, %
Moisture vs. Dry Density
100% Saturation Curves:
(Gs=2.6); (Gs=2.7); (Gs=2.8)
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By EB
SOIL Fax: [phone] Date 08/05/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 35 27 15
Mass of Wet Sample & Tare, g 45.68 47.93 48.08 Oven ID #15/496/610
Mass of Dry Sample & Tare, g 40.75 42.31 41.37 Balance ID #139/563
Mass of Tare, g 27.57 27.70 24.89 Liquid Limit Device ID #451/569
Moisture Content, %37.41 38.47 40.72
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 31.05 32.53 PREPARATION PROCEDURE DRY
Mass of Dry Sample & Tare, g 28.85 30.61
Mass of Tare, g 21.28 24.06 NOTE: MATERIAL PASSING NO. 40 SIEVE
Moisture Content, %29.06 29.31 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 1055.50 LIQUID LIMIT (LL)39
Mass of Dry Sample & Tare, g 831.80 PLASTIC LIMIT (PL)29
Mass of Tare, g 158.40 PLASTICITY INDEX (PI)10
Moisture Content, %33.22 LIQUIDITY INDEX (LI)0.42
DESCRIPTION
USCS (ASTM D2487; D2488)ML AASHTO (M 145)NA
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
Brown Silt with Sand
22170/SF-9 -
--
36
37
38
39
40
41
42
10 100
NUMBER OF BLOWS
M O IS
TU
R E C
ON
T
E
N
T
%
20 25 30 40
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Mass of Wet Sample & Tare, g 1055.5 Mass of Wet Sample & Tare, g 425.30
Mass of Dry Sample & Tare, g 831.8 Mass of Dry Sample & Tare, g 343.20
Mass of Tare, g 158.4 Mass of Tare, g 97.00
Moisture Content, %33.2 Moisture Content, %33.3
TOTAL Mass of wet sample 19500.0 Mass of Wet Fine Material & Tare, g 211.10
before splitting & tare, g
Mass of Tare, g 0.0 Mass of Tare, g 0.00
TOTAL Mass of dry sample, g 14637.5 Mass of Dry Fine Material, g 158.31
% of Total Sample Passing Split Sieve 97.8
Mass of Tare, g 0.0 Mass of Tare, g 0.00
Sieve Size Sample & Tare, g % RETAINED % PASSING Cumulative % PASSING
12"COBBLES 0.0 100.0 Sieve Size Mass retained, g (of Total)
3"0.0 100.0 #4 COARSE SAND 0.58 97.4
2.5"COARSE 0.0 100.0 #10 MEDIUM 4.01 95.3
2"GRAVEL 0.0 100.0 #20 SAND 7.49 93.2
1.5"0.0 0.0 100.0 #40 11.02 91.0
1"160.8 1.1 98.9 #60 FINE SAND 15.94 87.9
.75"160.8 1.1 98.9 #100 21.70 84.4
.5"FINE GRAVEL 252.3 1.7 98.3 #200 FINES 30.69 78.8
.375"324.0 2.2 97.8
* - ASTM Definitions of Classification
** - AASHTO Definitions of Classification
NOTE:3/8"(9.5 mm)Sieve used for splitting sample on fine and coarse material
PARTICLE-SIZE ANALYSIS*
Oven ID # 15/496/610 % COBBLES 0.0 % MEDIUM Sand 4.3
Balance ID# 139/142/700 % COARSE Gravel 1.1 % FINE Sand 12.2
Sieve Shaker ID # 555 % FINE Gravel 1.5 % FINES 78.8
% COARSE Sand 2.1 % TOTAL SAMPLE 100.0
REMARKS PARTICLE-SIZE ANALYSIS**
% COBBLES 0.0 % COARSE Sand 4.3
% COARSE Gravel (Stone)1.1 % FINE Sand 12.2
% MEDIUM Gravel (Stone)1.1 % FINES (Silt-Clay)78.8
% FINE Gravel (Stone)2.5 % TOTAL SAMPLE 100.0
DESCRIPTION
USCS (ASTM D2487; D2488)ML AASHTO (M 145)NA
Page 1 of 2
RI
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311; Particle Size Analysis (Split Sieve)
-
08/04/16
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
MOISTURE CONTENT of FINE MATERIAL
22170/SF-9 -
Brown Silt with Sand
FINE MATERIALCOARSE MATERIAL
SIEVE ANALYSIS*
MOISTURE CONTENT of TOTAL SAMPLE
-
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By RI
SOIL Fax: [phone] Date 08/04/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Particle-Size Analysis
Coarse Fine Coarse Medium Fine Silt or Clay
Boulders Cobbles Gravel Sand Fines
D10 NA mm
D30 NA mm
D60 NA mm
Cu NA
Cc NA
NA
Page 2 of 2 NA
-
Great Oaks Landfill Cells 1A & 1B Bulk
22170/SF-9 -
A018-176 1608-05-2
-
Standard Test Method for Particle-Size Analysis of Soils and Aggregates (Split Sieve)
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311
Project's Specific % Passing
Project's Specific Particle Size, mm
12
"
6"3"2.5
"
2"1.5
"
1".7
5
"
.5
"
.3
7
5
"
.2
5
"
#4 #8 #1
0
#1
6
#2
0
#3
0
#4
0
#5
0
#6
0
#1
0
0
#1
4
0
#2
0
0
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000Grain size in millimeters
%

P
A
S
S
I
N
G
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
wet dry MOISTURE CONTENT
Mass of Soil before sieving, g 19500.0 14637.5 Coarse + Fine
Fraction
Coarse
Fraction
Mass of Mat. Retained on No. 4 sieve, g 1055.5 324.0
Mass of Mat. Retained on 3/8" sieve, g 324.0 324.0 831.8 324.0
Mass of Mat. Retained on 3/4" sieve, g 158.4 0.0
33.2 0.0
Material Retained on No. 4 Sieve, %
Material Retained on 3/8" Sieve, %2.2
Material Retained on 3/4" Sieve, %Procedure B
Total, %(oversized)2.2
Points 1 2 3 4 5 Mold ID Number 314
Mass of Mold and Soil, g 5960.0 6022.0 6046.0 6035.0 Mass of Mold, g 4204.0
Mass of Wet Sample & Tare, g 605.7 630.4 602.3 618.5 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 541.1 550.9 520.0 525.7 Hammer ID Number 318
Mass of Tare, g 183.0 178.8 176.5 183.2 Number of Blows per layer 25
Moisture Content, %18.0 21.4 24.0 27.1 Number of Layers 3
Wet Density, pcf 116.3 120.4 121.9 121.2
Dry Density, pcf 98.5 99.2 98.4 95.4
REMARKS
DESCRIPTION
ML
NA
Maximum Dry Density, pcf 99.2 Corrected Maximum Dry Density, pcf NA
Optimum Moisture Content, %21.5 Corrected Optimum Moisture Content, %NA
TEST DATA
Brown Silt with Sand
Method A: Material retained on No. 4 Sieve< 25%
Method B: Material retained on 3/8" Sieve < 25%
Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
RI
08/04/16
-22170/SF-9
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
-
Mass of Tare, g
Moisture Content, %
ASTM D 698
Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g
Mass of Dry Sample & Tare, g
-
Moisture vs. Dry Density
94.0
96.0
98.0
100.0
102.0
104.0
16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0
Moisture Content, %
Dr
y D
e n s it
y ,
p
cf
100% Saturation Curves:
(Gs=2.6); (Gs=2.7); (Gs=2.8)
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By EB
SOIL Fax: [phone] Date 08/05/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
ASTM D 4318/AASHTO T 88, T 89
Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Atterberg Limits)
LIQUID LIMIT
Number of Blows 35 27 17
Mass of Wet Sample & Tare, g 46.18 41.49 44.29 Oven ID #15/496/610
Mass of Dry Sample & Tare, g 40.21 36.05 37.82 Balance ID #139/563
Mass of Tare, g 27.41 24.86 25.42 Liquid Limit Device ID #451/569
Moisture Content, %46.64 48.61 52.18
PLASTIC LIMIT
Mass of Wet Sample & Tare, g 31.87 29.55 PREPARATION PROCEDURE DRY
Mass of Dry Sample & Tare, g 30.18 28.37
Mass of Tare, g 24.92 24.67 NOTE: MATERIAL PASSING NO. 40 SIEVE
Moisture Content, %32.13 31.89 WAS USED FOR TEST
NATURAL MOISTURE
Mass of Wet Sample & Tare, g 988.00 LIQUID LIMIT (LL)49
Mass of Dry Sample & Tare, g 805.10 PLASTIC LIMIT (PL)32
Mass of Tare, g 152.70 PLASTICITY INDEX (PI)17
Moisture Content, %28.03 LIQUIDITY INDEX (LI)-0.23
DESCRIPTION
USCS (ASTM D2487; D2488)ML AASHTO (M 145)NA
Red Silt
22171/SF-10 -
--
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
45
46
47
48
49
50
51
52
53
54
10 100
M O I S T UR
E C O N T E N T %
NUMBER OF BLOWS
20 25 30 40
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Mass of Wet Sample & Tare, g 988.0 Mass of Wet Sample & Tare, g 419.50
Mass of Dry Sample & Tare, g 805.1 Mass of Dry Sample & Tare, g 348.60
Mass of Tare, g 152.7 Mass of Tare, g 94.90
Moisture Content, %28.0 Moisture Content, %27.9
TOTAL Mass of wet sample 16700.0 Mass of Wet Fine Material & Tare, g 200.50
before splitting & tare, g
Mass of Tare, g 0.0 Mass of Tare, g 0.00
TOTAL Mass of dry sample, g 13043.3 Mass of Dry Fine Material, g 156.71
% of Total Sample Passing Split Sieve 97.6
Mass of Tare, g 0.0 Mass of Tare, g 0.00
Sieve Size Sample & Tare, g % RETAINED % PASSING Cumulative % PASSING
12"COBBLES 0.0 100.0 Sieve Size Mass retained, g (of Total)
3"0.0 100.0 #4 COARSE SAND 0.75 97.1
2.5"COARSE 0.0 100.0 #10 MEDIUM 2.26 96.1
2"GRAVEL 0.0 100.0 #20 SAND 3.02 95.7
1.5"0.0 0.0 100.0 #40 3.57 95.3
1"60.5 0.5 99.5 #60 FINE SAND 4.26 94.9
.75"127.6 1.0 99.0 #100 5.12 94.4
.5"FINE GRAVEL 263.7 2.0 98.0 #200 FINES 6.67 93.4
.375"319.5 2.4 97.6
* - ASTM Definitions of Classification
** - AASHTO Definitions of Classification
NOTE:3/8"(9.5 mm)Sieve used for splitting sample on fine and coarse material
PARTICLE-SIZE ANALYSIS*
Oven ID # 15/496/610 % COBBLES 0.0 % MEDIUM Sand 0.8
Balance ID# 139/142/700 % COARSE Gravel 1.0 % FINE Sand 1.9
Sieve Shaker ID # 555 % FINE Gravel 1.9 % FINES 93.4
% COARSE Sand 0.9 % TOTAL SAMPLE 100.0
REMARKS PARTICLE-SIZE ANALYSIS**
% COBBLES 0.0 % COARSE Sand 0.8
% COARSE Gravel (Stone)0.5 % FINE Sand 1.9
% MEDIUM Gravel (Stone)2.0 % FINES (Silt-Clay)93.4
% FINE Gravel (Stone)1.4 % TOTAL SAMPLE 100.0
DESCRIPTION
USCS (ASTM D2487; D2488)ML AASHTO (M 145)NA
Page 1 of 2
RI
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311; Particle Size Analysis (Split Sieve)
-
08/04/16
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
MOISTURE CONTENT of FINE MATERIAL
22171/SF-10 -
Red Silt
FINE MATERIALCOARSE MATERIAL
SIEVE ANALYSIS*
MOISTURE CONTENT of TOTAL SAMPLE
-
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By RI
SOIL Fax: [phone] Date 08/04/16
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
Particle-Size Analysis
Coarse Fine Coarse Medium Fine Silt or Clay
Boulders Cobbles Gravel Sand Fines
D10 NA mm
D30 NA mm
D60 NA mm
Cu NA
Cc NA
NA
Page 2 of 2 NA
-
Great Oaks Landfill Cells 1A & 1B Bulk
22171/SF-10 -
A018-176 1608-05-2
-
Standard Test Method for Particle-Size Analysis of Soils and Aggregates (Split Sieve)
ASTM D 6913 (D 422 old version), D 1140, C 136, C 117 / AASHTO T 88, T 27, T 11, T 311
Project's Specific % Passing
Project's Specific Particle Size, mm
12
"
6"3"
2 .5"
2"
1 .5"
1"
.75
"
.5"
.3 75
"
.25
"
#4 #8
#1
0
#1
6
#2
0
#3
0
#4
0
#5
0
#6
0
#1
0
0
#1
4
0
#2
0
0
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
%
P
A
S
S
I
N
G
Grain size in millimeters
TIMELY 1874 Forge Street Tucker, GA 30084
ENGINEERING Phone: [phone] Tested By
SOIL Fax: [phone] Date
TESTS, LLC Web: www.test-llc.com Checked By
Client Pr. #Lab. PR. #
Pr. Name S. Type
Sample ID Depth/Elev.
Location Add. Info
wet dry MOISTURE CONTENT
Mass of Soil before sieving, g 16700.0 13043.3 Coarse + Fine
Fraction
Coarse
Fraction
Mass of Mat. Retained on No. 4 sieve, g 988.0 319.5
Mass of Mat. Retained on 3/8" sieve, g 319.5 319.5 805.1 319.5
Mass of Mat. Retained on 3/4" sieve, g 152.7 0.0
28.0 0.0
Material Retained on No. 4 Sieve, %
Material Retained on 3/8" Sieve, %2.4
Material Retained on 3/4" Sieve, %Procedure B
Total, %(oversized)2.4
Points 1 2 3 4 5 Mold ID Number 314
Mass of Mold and Soil, g 5915.0 5968.0 5998.0 5993.0 Mass of Mold, g 4204.0
Mass of Wet Sample & Tare, g 557.6 528.4 524.5 524.3 Volume of Mold, ft3 0.0333
Mass of Dry Sample & Tare, g 486.6 456.4 443.9 438.1 Hammer ID Number 318
Mass of Tare, g 124.7 128.6 116.6 127.7 Number of Blows per layer 25
Moisture Content, %19.6 22.0 24.6 27.8 Number of Layers 3
Wet Density, pcf 113.3 116.8 118.8 118.4
Dry Density, pcf 94.7 95.8 95.3 92.7
REMARKS
DESCRIPTION
ML
NA
Maximum Dry Density, pcf 95.8 Corrected Maximum Dry Density, pcf NA
Optimum Moisture Content, %22.7 Corrected Optimum Moisture Content, %NA
TEST DATA
Red Silt
Method A: Material retained on No. 4 Sieve< 25%
Method B: Material retained on 3/8" Sieve < 25%
Method C: Material retained on 3/4" Sieve < 30%
AASHTO M145
USCS (ASTM D2487; D2488)
22171/SF-10
A018-176 1608-05-2
Great Oaks Landfill Cells 1A & 1B Bulk
RI
08/04/16
-
-
Mass of Tare, g
Moisture Content, %
ASTM D 698Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3 (600kN-m/m3))
DETERMINATION OF TEST PROCEDURE
Mass of Wet Sample & Tare, g
Mass of Dry Sample & Tare, g
-
90.0
92.0
94.0
96.0
98.0
100.0
18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0
D r y D en
s
it
y , pc
f
Moisture Content, %
Moisture vs. Dry Density
100% Saturation Curves:
(Gs=2.6); (Gs=2.7); (Gs=2.8)
Appendix A-2
Field Density Testing
Appendix B
Subgrade Certifications
SCS Engineers, P.C. Environmental Consultants 2520 Whitehall Park Drive 704 504-3107
and Contractors Suite 450 FAX [phone] Charlotte, NC 28273-3557 www.scsengineers.com

Offices Nationwide

File No. 02215305.02 September 9, 2016

Ms. Christine Ritter
North Carolina Department of Environmental Quality
Division of Waste Management 1646 Mail Service Center
Raleigh, NC 27699-1601

Re: Report of Subgrade Inspection and Vertical Separation Certification Phase I, Cell 1A, Southwest and Southeast Slopes
Great Oak Landfill
Randleman, North Carolina

Dear Ms. Ritter:
SCS Engineers, PC (SCS), on behalf of Waste Management, Inc., is pleased to present the
following findings of the subgrade inspection performed at the Great Oak Landfill (Landfill) on
July 26, August 16, and September 8, 2016. Mr. Michael Cobb, a licensed geologist, performed
the inspections in accordance with the Landfill’s Permit to Construct, No. 7607-MSWLF-2015, Part I, Condition 7.

The following document, prepared by S&ME, Inc., of Charlotte, NC, and dated February 2015,
was reviewed by SCS: Design Hydrogeologic Study, Great Oak Landfill – Phase 1. This
document contains information on the geology and hydrogeology of the Facility.
This Report of Subgrade Inspection and Vertical Separation Certification is limited to the 5.8
acres of the western portion of Cell 1A, as depicted in the attached Figure 1. Forthcoming
reports will cover the remainder of Cell 1A and the entirety of Cell 1B.

Subgrade Inspection
The following is a summary of the geologic field observations from the July 26, 2016 site inspection:

 Contractor excavation has revealed rock formations along southwestern slope of Cell 1A.
 Contractor has completed some blasting in this area.
 Cambrian Age slate (meta-mudstone) was observed to overlay quartzite.
 Large quartz veins were observed near the top of the slope, and remnant pieces of quartz,
varying in size from pebbles an inch in length to boulders several feet in length, were visible in areas in which blasting has occurred.
 Material observed in areas in which no blasting had occurred included residuum and
saprolite consistent with the Uwharrie Formation of the Carolina Slate Belt.
 Groundwater was not observed in the subject cell.

Ms. Christine Ritter
September 9, 2016
Page 2
The geology of the area of the cell inspected on July 26, 2016, appears to be consistent with the
observations and geologic evaluations documented in the S&ME report cited above.

During the August 16, 2016, site inspection blasting had been completed on the 5.8 acres covered by this report. The only material observed in the subject area was residuum of the slate
and quartzite formations overlying quartzite formations. The contractor was in the process of
clearing the residuum in preparation of placing structural fill.

During the September 8, 2016, site inspection, the structural fill was largely in place, with the contractor conducting fine grading the toe of the slope. Minor amounts of residuum of the
quartzite formation and quartz veins were observed; such material was flagged for the contractor
to remove prior to liner being placed.

No rock outcrops jutting above the existing grade established by the contractor were visible during the August 16 or September 8 site inspections. It is SCS’s opinion that the remaining
geologic features in this portion of Cell 1A (that is, the bedrock remaining after blasting
conducted by the contractor), will have no impact on the construction or operation of the Facility
beyond the vertical separation requirements discussed below.

Vertical Separation Certification
Per 15A NCAC 13B.1624(b)(4), for municipal solid waste landfills, the bottom elevation of the base liner system must have a minimum vertical separation of four (4) feet above bedrock.

Upon completion of blasting and clearing by the contractor, SCS coordinated with Charlie
Morgan Surveying, PLLC (Morgan), to survey points along the exposed bedrock in the 5.8 acres of Cell 1A covered by this report. The data provided by Morgan was used to develop an exposed bedrock map, attached as Figure 1. This map shows that exposed bedrock was present in
approximately 1.44 acres of the portion of Cell 1A covered by this report. Upon completion of
structural fill placement, Morgan surveyed this same set of points to establish the base grade of
this portion of Cell 1A. The elevations from the surveying were used to prepare Table 1, which shows the amount of
separation at each surveyed point.

Ms. Christine Ritter
September 9, 2016
Page 3
Table 1 – Vertical Separation

Point Northing Easting 
Subgrade 
Elevation 
Top of 
Rock 
Elevation Separation 
PT2008 727077.2252 1775900.948 658.982 654.841 4.141 
PT2009 727079.5828 1775857.983 665.037 660.412 4.625 
PT2010 727127.8895 1775869.856 668.039 663.401 4.638 
PT2011 727170.5857 1775842.072 677.196 672.467 4.729 
PT2028 727428.2088 1776070.87 683.509 679.406 4.103 
PT2029 727391.0842 1776036.852 682.9 678.842 4.058 
PT2030 727352.6718 1776007.858 680.93 676.949 4.131 
PT2031 727313.2466 1775976.539 678.675 674.521 4.154 
PT2032 727291.4425 1775958.177 677.992 675.239 4.921 
PT2033 727265.4457 1775936.488 676.977 672.8 4.177 
PT2034 727235.7463 1775911.052 676.124 671.17 4.954 
PT2035 727208.3209 1775890.53 674.571 669.03 5.541 
PT2036 727180.0545 1775870.547 673.097 669 4.097 
PT2037 727151.7807 1775900.642 666.027 661.795 4.232 
PT2038 727175.8715 1775922.926 665.339 658.81 6.529 
PT2039 727198.9901 1775945.295 664.624 660.2 4.424 
PT2040 727221.9835 1775966.871 664.918 660.881 4.037 
PT2041 727246.4484 1775991.847 664.581 660.375 4.206 
PT2042 727280.3011 1776021.445 663.363 658.849 4.514 
PT2043 727317.5493 1776052.295 661.935 658.07 4.319 
PT2044 727352.5359 1776084.226 662.588 657.641 4.947 
PT2050 727189.5857 1776025.882 654.008 649.937 4.071 
PT2053 727104.9392 1775902.023 661.888 657.875 4.013 
PT2439 727062.9534 1775786.558 677.904 673.34 4.564 

As shown above, the points of exposed bedrock within the 5.8 acres of Cell 1A covered by this
report show a minimum vertical separation of four (4) feet.

Due to changes in the proposed base grade in the northwest corner of Cell 1A necessitated by the presence of a guy wire support belonging to Duke Energy in this area, an additional four (4) to
eight (8) feet of structural fill was added. As such, the minimum vertical separation requirement
of four (4) feet is satisfied in this area.

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SCS ENGINEERS, PC
2520 WHITEHALL PARK DRIVE, SUITE 450
CHARLOTTE, NORTH CAROLINA 28273
PHONE: [phone] FAX: [phone]
1
1
SUBGRADE/BASEGRADE
POINT IDENTIFICATION PLAN
GREAT OAK LANDFILL
WASTE MANAGEMENT OF CAROLINAS, INC.CELL 1A & 1B
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1
Appendix C
HDPE Geomembrane (Primary, Secondary, and Tertiary)
Appendix C-1
MQC Certifications
Cust:Waste Management-South Doc#: 33059
PO#: 1000032943 Great Oak LF
Dest: Randleman, NC
112 rolls 60HD micro
roll # width length area check weld rod qty (if ordered)wgt resin lot #
ft. ft. ft².lbs.
G16D002328 23 540 12,420 60HD micro 112tot 1 3958 sqs+ 2ft fric 16G1129
G16D002329 23 540 12,420 60HD micro 112tot 2 3940 16G1129
G16D002330 23 540 12,420 60HD micro 112tot 3 3946 16G1129
G16D002331 23 540 12,420 60HD micro 112tot 4 3970 16G1129
G16D002332 23 540 12,420 60HD micro 112tot 5 3974 16G1129
G16D002333 23 540 12,420 60HD micro 112tot 6 3984 16G1129
G16D002334 23 540 12,420 60HD micro 112tot 7 3986 16G1129
G16D002335 23 540 12,420 60HD micro 112tot 8 3976 HGG710580
G16D002336 23 540 12,420 60HD micro 112tot 9 3972 sqs HGG710580
G16D002337 23 540 12,420 60HD micro 112tot 10 3970 HGG710580
G16D002338 23 540 12,420 60HD micro 112tot 11 3988 HGG710580
G16D002339 23 540 12,420 60HD micro 112tot 12 3990 HGG710580
G16D002340 23 540 12,420 60HD micro 112tot 13 3988 HGG710580
G16D002341 23 540 12,420 60HD micro 112tot 14 3986 HGG710580
G16D002342 23 540 12,420 60HD micro 112tot 15 3990 HGG710580
G16D002343 23 540 12,420 60HD micro 112tot 16 3988 HGF820370
G16D002344 23 540 12,420 60HD micro 112tot 17 3986 sqs HGF820370
G16D002345 23 540 12,420 60HD micro 112tot 18 3990 HGF820370
G16D002346 23 540 12,420 60HD micro 112tot 19 3980 HGF820370
G16D002347 23 540 12,420 60HD micro 112tot 20 3976 HGF820370
G16D002348 23 540 12,420 60HD micro 112tot 21 3974 HGF820370
G16D002349 23 540 12,420 60HD micro 112tot 22 3979 HGF820370
G16D002350 23 540 12,420 60HD micro 112tot 23 3973 HGF820370
G16D002351 23 540 12,420 60HD micro 112tot 24 3976 HGF820370
G16D002352 23 540 12,420 60HD micro 112tot 25 3984 sqs HGF820370
G16D002353 23 540 12,420 60HD micro 112tot 26 3988 HGF820370
G16D002354 23 540 12,420 60HD micro 112tot 27 3986 HGF820370
G16D002355 23 540 12,420 60HD micro 112tot 28 3988 HGF820370
G16D002356 23 540 12,420 60HD micro 112tot 29 3986 HGF820370
G16D002357 23 540 12,420 60HD micro 112tot 30 3988 HGF820370
English
cut 1ft from end of rolls 1 ( +2ft fric ), 9, 17, 25, 33, 41, 49, 57, 65, 73, 81, 89, 97, 105 100k/lot sqs + ONE 2ft fric TRITX U2
WM Great Oak LF, Randleman, NC doc 33059 list (112m).xls Page 1

60 HD MICROSPIKE16G1129G16D002328ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
196
.946
.22
2.5
10 in Category 1
136
ONGOING
135
19534
24
Asperity
ASTM D7466
Top 24 mil
Grade:DF3721A
2987
2253
3654
3258
18
17
425
587
66
64282.7
604.9
Smooth Edge ASTM D1004 Average Tear lbs.60
8/5/2016
psi
psi
TD ppiN/mm 179
ppi
31
MD N/mm 21938
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N293.7
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:61
AVE:59
1.43
1.56
1.50
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.81
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 34 milmm.86

60 HD MICROSPIKE16G1129G16D002329ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
196
.946
.22
2.6
10 in Category 1
138
ONGOING
144
20035
25
Asperity
ASTM D7466
Top 25 mil
Grade:DF3721A
2460
2402
3712
3338
18
16
523
611
70
69305.4
615.6
Smooth Edge ASTM D1004 Average Tear lbs.56
8/5/2016
psi
psi
TD ppiN/mm 148
ppi
26
MD N/mm 22339
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N310.3
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:63
AVE:59
1.39
1.59
1.49
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.81
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 35 milmm.89

60 HD MICROSPIKE16G1129G16D002330ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
196
.946
.22
2.6
10 in Category 1
138
ONGOING
144
20035
25
Asperity
ASTM D7466
Top 25 mil
Grade:DF3721A
2460
2402
3712
3338
18
16
523
611
70
69305.4
615.6
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 148
ppi
26
MD N/mm 22339
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N310.3
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:61
AVE:59
1.41
1.56
1.49
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.81
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 34 milmm.86

60 HD MICROSPIKE16G1129G16D002331ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
196
.946
.22
2.6
10 in Category 1
138
ONGOING
144
20035
25
Asperity
ASTM D7466
Top 25 mil
Grade:DF3721A
2460
2402
3712
3338
18
16
523
611
70
69305.4
615.6
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 148
ppi
26
MD N/mm 22339
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N310.3
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:63
AVE:59
1.38
1.61
1.51
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.81
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 33 milmm.84

60 HD MICROSPIKE16G1129G16D002332ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
196
.946
.22
2.6
10 in Category 1
138
ONGOING
144
20035
25
Asperity
ASTM D7466
Top 24 mil
Grade:DF3721A
2460
2402
3712
3338
18
16
523
611
70
69305.4
615.6
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 148
ppi
26
MD N/mm 22339
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N310.3
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:33059
Quality Control Department
Maria Coffey
MIN:53
MAX:64
AVE:59
1.34
1.63
1.51
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.81
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 34 milmm.86

60 HD MICROSPIKE16G1129G16D002333ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
196
.945
.22
2.6
10 in Category 1
137
ONGOING
156
20335
27
Asperity
ASTM D7466
Top 31 mil
Grade:DF3721A
2784
2602
3375
3375
14
13
486
584
69
69307.2
608.7
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 167
ppi
29
MD N/mm 20335
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N307.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:53
MAX:63
AVE:58
1.35
1.60
1.48
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.81
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 33 milmm.84

60 HD MICROSPIKE16G1129G16D002334ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
196
.945
.22
2.6
10 in Category 1
137
ONGOING
156
20335
27
Asperity
ASTM D7466
Top 25 mil
Grade:DF3721A
2784
2602
3375
3375
14
13
486
584
69
69307.2
608.7
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 167
ppi
29
MD N/mm 20335
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N307.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:64
AVE:59
1.37
1.63
1.49
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.81
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 33 milmm.84

60 HD MICROSPIKEHGG710580G16D002335ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.945
.28
2.6
10 in Category 1
137
ONGOING
156
20335
27
Asperity
ASTM D7466
Top 26 mil
Grade:K307
2784
2602
3375
3375
14
13
486
584
69
69307.2
608.7
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 167
ppi
29
MD N/mm 20335
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N307.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.66
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:63
AVE:58
1.37
1.60
1.48
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.62
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 32 milmm.81

60 HD MICROSPIKEHGG710580G16D002336ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.945
.28
2.6
10 in Category 1
137
ONGOING
156
20335
27
Asperity
ASTM D7466
Top 28 mil
Grade:K307
2784
2602
3375
3375
14
13
486
584
69
69307.2
608.7
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 167
ppi
29
MD N/mm 20335
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N307.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.71
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:65
AVE:59
1.37
1.65
1.50
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.62
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 33 milmm.84

60 HD MICROSPIKEHGG710580G16D002337ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.28
2.4
10 in Category 1
129
ONGOING
155
16228
27
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2939
2582
3365
2703
17
15
431
501
56
49218.0
574.9
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 176
ppi
31
MD N/mm 20235
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N249.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:53
MAX:63
AVE:59
1.35
1.60
1.49
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.62
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 32 milmm.81

60 HD MICROSPIKEHGG710580G16D002338ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.28
2.4
10 in Category 1
129
ONGOING
155
16228
27
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2939
2582
3365
2703
17
15
431
501
56
49218.0
574.9
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 176
ppi
31
MD N/mm 20235
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N249.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:51
MAX:63
AVE:58
1.30
1.60
1.48
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.62
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 32 milmm.81

60 HD MICROSPIKEHGG710580G16D002339ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.28
2.4
10 in Category 1
129
ONGOING
155
16228
27
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2939
2582
3365
2703
17
15
431
501
56
49218.0
574.9
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 176
ppi
31
MD N/mm 20235
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N249.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:63
AVE:59
1.40
1.60
1.49
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.62
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 37 milmm.94

60 HD MICROSPIKEHGG710580G16D002340ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.28
2.4
10 in Category 1
129
ONGOING
155
16228
27
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2939
2582
3365
2703
17
15
431
501
56
49218.0
574.9
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 176
ppi
31
MD N/mm 20235
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N249.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:63
AVE:60
1.42
1.59
1.51
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.62
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 36 milmm.91

60 HD MICROSPIKEHGG710580G16D002341ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.28
2.6
10 in Category 1
135
ONGOING
150
20035
26
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2602
2495
3712
3332
20
15
509
596
68
65288.4
601.7
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 156
ppi
27
MD N/mm 22339
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N302.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:63
AVE:59
1.41
1.60
1.50
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.62
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 35 milmm.89

60 HD MICROSPIKEHGG710580G16D002342ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.28
2.6
10 in Category 1
135
ONGOING
150
20035
26
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2602
2495
3712
3332
20
15
509
596
68
65288.4
601.7
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 156
ppi
27
MD N/mm 22339
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N302.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:57
MAX:63
AVE:60
1.46
1.60
1.52
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.62
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 36 milmm.91

60 HD MICROSPIKEHGF821370G16D002343ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.6
10 in Category 1
135
ONGOING
150
20035
26
Asperity
ASTM D7466
Top 27 mil
Grade:K307
2602
2495
3712
3332
20
15
509
596
68
65288.4
601.7
Smooth Edge ASTM D1004 Average Tear lbs.56
8/6/2016
psi
psi
TD ppiN/mm 156
ppi
27
MD N/mm 22339
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N302.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.69
OA#:33059
Quality Control Department
Maria Coffey
MIN:57
MAX:63
AVE:59
1.44
1.59
1.50
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 38 milmm.97

60 HD MICROSPIKEHGF821370G16D002344ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.6
10 in Category 1
135
ONGOING
150
20035
26
Asperity
ASTM D7466
Top 26 mil
Grade:K307
2602
2495
3712
3332
20
15
509
596
68
65288.4
601.7
Smooth Edge ASTM D1004 Average Tear lbs.56
8/7/2016
psi
psi
TD ppiN/mm 156
ppi
27
MD N/mm 22339
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N302.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.66
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:64
AVE:60
1.43
1.62
1.52
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 35 milmm.89

60 HD MICROSPIKEHGF821370G16D002345ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.946
.20
2.6
10 in Category 1
129
ONGOING
141
21037
25
Asperity
ASTM D7466
Top 24 mil
Grade:K307
2578
2358
3646
3507
19
16
503
618
72
68300.6
574.9
Smooth Edge ASTM D1004 Average Tear lbs.79
8/7/2016
psi
psi
TD ppiN/mm 155
ppi
27
MD N/mm 21938
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N321.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:63
AVE:59
1.39
1.60
1.49
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 37 milmm.94

60 HD MICROSPIKEHGF821370G16D002346ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.946
.20
2.6
10 in Category 1
129
ONGOING
141
21037
25
Asperity
ASTM D7466
Top 24 mil
Grade:K307
2578
2358
3646
3507
19
16
503
618
72
68300.6
574.9
Smooth Edge ASTM D1004 Average Tear lbs.79
8/7/2016
psi
psi
TD ppiN/mm 155
ppi
27
MD N/mm 21938
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N321.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:62
AVE:58
1.40
1.57
1.48
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 36 milmm.91

60 HD MICROSPIKEHGF821370G16D002347ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.946
.20
2.6
10 in Category 1
129
ONGOING
141
21037
25
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2578
2358
3646
3507
19
16
503
618
72
68300.6
574.9
Smooth Edge ASTM D1004 Average Tear lbs.79
8/7/2016
psi
psi
TD ppiN/mm 155
ppi
27
MD N/mm 21938
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N321.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:59
MAX:64
AVE:62
1.49
1.62
1.57
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 32 milmm.81

60 HD MICROSPIKEHGF821370G16D002348ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.946
.20
2.6
10 in Category 1
129
ONGOING
141
21037
25
Asperity
ASTM D7466
Top 27 mil
Grade:K307
2578
2358
3646
3507
19
16
503
618
72
68300.6
574.9
Smooth Edge ASTM D1004 Average Tear lbs.79
8/7/2016
psi
psi
TD ppiN/mm 155
ppi
27
MD N/mm 21938
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N321.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.69
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:67
AVE:61
1.41
1.70
1.54
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 32 milmm.81

60 HD MICROSPIKEHGF821370G16D002349ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.4
10 in Category 1
135
ONGOING
145
20436
25
Asperity
ASTM D7466
Top 26 mil
Grade:K307
2628
2413
3358
3403
16
14
478
628
51
54240.2
601.8
Smooth Edge ASTM D1004 Average Tear lbs.51
8/7/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 20135
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N226.8
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.66
OA#:33059
Quality Control Department
Maria Coffey
MIN:58
MAX:64
AVE:61
1.47
1.64
1.54
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 34 milmm.86

60 HD MICROSPIKEHGF821370G16D002350ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.4
10 in Category 1
135
ONGOING
145
20436
25
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2628
2413
3358
3403
16
14
478
628
51
54240.2
601.8
Smooth Edge ASTM D1004 Average Tear lbs.51
8/7/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 20135
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N226.8
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:67
AVE:60
1.39
1.70
1.52
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 32 milmm.81

60 HD MICROSPIKEHGF821370G16D002351ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.4
10 in Category 1
135
ONGOING
145
20436
25
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2628
2413
3358
3403
16
14
478
628
51
54240.2
601.8
Smooth Edge ASTM D1004 Average Tear lbs.51
8/7/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 20135
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N226.8
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:57
MAX:65
AVE:60
1.44
1.64
1.52
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 33 milmm.84

60 HD MICROSPIKEHGF821370G16D002352ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.4
10 in Category 1
135
ONGOING
145
20436
25
Asperity
ASTM D7466
Top 26 mil
Grade:K307
2628
2413
3358
3403
16
14
478
628
51
54240.2
601.8
Smooth Edge ASTM D1004 Average Tear lbs.51
8/7/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 20135
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N226.8
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.66
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:67
AVE:60
1.43
1.69
1.53
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 32 milmm.81

60 HD MICROSPIKEHGF821370G16D002353ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.4
10 in Category 1
134
ONGOING
140
17030
24
Asperity
ASTM D7466
Top 24 mil
Grade:K307
2489
2326
3305
2841
15
15
488
546
70
62274.9
595.9
Smooth Edge ASTM D1004 Average Tear lbs.58
8/7/2016
psi
psi
TD ppiN/mm 149
ppi
26
MD N/mm 19835
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N311.5
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.61
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:61
AVE:58
1.41
1.56
1.48
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 32 milmm.81

60 HD MICROSPIKEHGF821370G16D002354ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.4
10 in Category 1
134
ONGOING
140
17030
24
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2489
2326
3305
2841
15
15
488
546
70
62274.9
595.9
Smooth Edge ASTM D1004 Average Tear lbs.58
8/7/2016
psi
psi
TD ppiN/mm 149
ppi
26
MD N/mm 19835
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N311.5
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:67
AVE:61
1.43
1.69
1.55
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 34 milmm.86

60 HD MICROSPIKEHGF821370G16D002355ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.4
10 in Category 1
134
ONGOING
140
17030
24
Asperity
ASTM D7466
Top 23 mil
Grade:K307
2489
2326
3305
2841
15
15
488
546
70
62274.9
595.9
Smooth Edge ASTM D1004 Average Tear lbs.58
8/7/2016
psi
psi
TD ppiN/mm 149
ppi
26
MD N/mm 19835
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N311.5
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.58
OA#:33059
Quality Control Department
Maria Coffey
MIN:58
MAX:67
AVE:62
1.46
1.71
1.56
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 34 milmm.86

60 HD MICROSPIKEHGF821370G16D002356ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.4
10 in Category 1
134
ONGOING
140
17030
24
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2489
2326
3305
2841
15
15
488
546
70
62274.9
595.9
Smooth Edge ASTM D1004 Average Tear lbs.58
8/7/2016
psi
psi
TD ppiN/mm 149
ppi
26
MD N/mm 19835
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N311.5
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:58
MAX:67
AVE:62
1.47
1.70
1.56
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 36 milmm.91

60 HD MICROSPIKEHGF821370G16D002357ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.5
10 in Category 1
134
ONGOING
159
21437
28
Asperity
ASTM D7466
Top 33 mil
Grade:K307
2840
2647
3600
3566
15
14
482
611
70
62274.9
595.9
Smooth Edge ASTM D1004 Average Tear lbs.58
8/7/2016
psi
psi
TD ppiN/mm 170
ppi
30
MD N/mm 21638
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N311.5
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.84
OA#:33059
Quality Control Department
Maria Coffey
MIN:57
MAX:69
AVE:61
1.44
1.75
1.55
mm
mm
mm
Dimensional Stability
ASTM D1204 (Modified)Average Dimensional Change %-0.56
ESCR ASTM D1693 Minimum Hrs w/o Failures 1500 Hrs.CERTIFIED
Bottom 24 milmm.61
Product:
MARLEX POLYETHYLENE K307 BULK
Lot Number: HGG710580 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.28 g/10mi
HLMI Flow Rate ASTM D1238 23 g/10mi
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 26 pel/g
Production Date 07/17/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 07/19/2016
Delivery #: 89296474
Page 1 of 1
PO #: 010540
Weight: 186000 LB
Ship Date: 07/19/2016
Package: BULK
Mode: Hopper Car
Car #: PSPX002352
Seal No: 50381
Shipped To:
Certificate of Analysis

June 17, 2015
Grant Palmer
Agru America
500 Garrison Road
Georgetown, SC 29440

Dear Grant:

This letter is to report the final results of oven-aging and UV-aging tests (according to GRI-GM13 and
GRI-GM17) on Agru America black sheet samples that you provided to us recently. These tests were
performed by CPChem’s Materials Evaluation Laboratory in Bartlesville, OK. The tests were completed
June 2015.

The GRI-GM13 (HDPE) and GRI-GM17 (LLDPE) durability tests were done according to the following
procedures.

Test Exposure Method
HP-OIT 150 °C, 500 psi oxygen D5885
Oven Aging 90 days, 85 °C D5721
UV Aging 1600 UV hrs (Conditions were 20 hours UVA-340 at 75 °C followed by 4 hrs
dark with condensation at 60 °C. Irradiance was 0.72 W/m2 at 340 nm.)
D7238

Oven-Aging Results

Sample Initial HP-
OIT (min)
HP-OIT Value
after Oven Aging
90 Days (min)
% HP-OIT
Retained after
Oven Aging 90
Days
GRI-GM13 and
GRI-GM17% Retained
Requirement
(Oven Aging 90 Days)
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

883

83

80
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

422

82

60

Yingying Lu, Ph.D., Geomembrane Technical Service & Applications Development
Highways 60 & 123, Bartlesville Research and Technology Center, Room 149 PTC
Bartlesville, OK 74003
918-977-6894 [e-mail] Fax: [phone]  www.cpchem.com

YL 06/17/15
Page 2
UV-Aging Results

Sample
Initial HP-
OIT (min)
HP-OIT Value after
UV Aging (min)
% HP-OIT
Retained
GRI-GM13 and GRI-
GM17 % Retained
Requirement
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

930

87

50
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

351

69

35

According to these test results, the durability requirements are met.

If you have any questions, please call me at 918-977-6894.

Sincerely,
Yingying Lu, Ph. D.
Polyethylene Technical Service and Applications Development

Any technical advice, recommendations, results, or analysis ("Information") contained herein, including, without limitation,
Information as it may relate to the selection of a specific product ("Product") for your use and application, is given without warranty
or guarantee and is accepted at your sole risk. It is imperative that you test the Information (and Product, if applicable) to
determine to your own satisfaction whether the Information (and Product, if applicable) are suitable for your intended use and
application. You expressly assume, and release Chevron Phillips Chemical Company, from all risk and liability, whether
based in contract, tort or otherwise, in connection with the use of, or results obtained from, such Information (and
Product, if applicable).

_________________________________________________________________________________________________________________
1140 Route 22 East, Suite 109 Bridgewater, NJ 08807 908.725.3133 908.725.9677 Fax
June 29, 2016
Mr. Grant Palmer
Agru America, Inc.
500 Garrison Rd
Georgetown, SC 29440
ORDER CONFIRMATION
Customer P.O. Number 010553
Product Type MDPE
Railcar Number CHVX 890193
Lot Number HGF820370
Ship Date 6/28/2016
Product Weight 174,100 lbs
PROPERTY RESULTS ASTM TEST METHOD
HLMI (190/21.6) 20 g/10 min D – 1238
Density 0.938 g/cm3 D – 1505
Sincerely,
Stephen Dazzo
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Project: Geomembrane Testing
Material:Agru 60 mil Smooth HDPE Geomembrane
Sample Identification: Formosa - HDPE , Resin DF3721A
TRI Log #: E2339-36-07 April 19, 2010
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
UV Resistance (GRI GM 13)
The resistance to degradation due to exposure to ultraviolet light and moisture was determined in
accordance with GRI-GM11, Accelerated Weathering of Geomembranes Using a Fluorescent UVA
Device. This standard covers the basic principles for using the QUV apparatus to accelerate the
weathering of geomembranes using UVA bulbs and condensation. To comply with Specification
GRI GM13, the sample was exposed to 1600 hours of UV exposure composed of 80 cycles of UA at 75 C
for 20 hours followed by condensation at 60 C for 4 hours. The High Pressure Oxidative Induction Time
(HPOIT) was evaluated before and after the exposure and results were as follows.
PERCENT
RETAINED
HPOIT (minutes) - Baseline 1201 1201
HPOIT (minutes) - After QUV Aging 1010 1010 84
Note: No surface cracking was observed.
Oven Aging (ASTM D 5721)
The geomembrane was exposed to 90 days of elevated temperature exposure in an air oven maintained
at 85°C ± 0.5°C in accordance with ASTM D 5721-95, Standard Practice for Air-Oven Aging of Polyolefin
Geomembranes. Oxidative Induction Time (OIT) was tested for after exposure and compared to values
generated for unexposed material. The results are provided below.
PERCENT
HPOIT (minutes) - Baseline 1201 1201
HPOIT (minutes) - After QUV Aging 1114 1114 93
Note: No surface cracking was observed.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
Cust:Waste Management-South Doc#: 33059
PO#: 1000032943 Great Oak LF
Dest: Randleman, NC
112 rolls 60HD micro
roll # width length area check weld rod qty (if ordered) wgt resin lot #
ft. ft. ft². lbs.
English
cut 1ft from end of rolls 1 ( +2ft fric ), 9, 17, 25, 33, 41, 49, 57, 65, 73, 81, 89, 97, 105 100k/lot sqs + ONE 2ft fric TRITX U2
G16B003025 23 540 12,420 60HD micro 112tot 31 3800 16G1122
G16B003028 23 540 12,420 60HD micro 112tot 32 3784 16G1122
G16B003029 23 540 12,420 60HD micro 112tot 33 3786 sqs 16G1122
G16B003030 23 540 12,420 60HD micro 112tot 34 3782 16G1121
G16B003031 23 540 12,420 60HD micro 112tot 35 3790 16G1121
G16B003032 23 540 12,420 60HD micro 112tot 36 3782 16G1121
G16B003033 23 540 12,420 60HD micro 112tot 37 3782 16G1121
G16B003034 23 540 12,420 60HD micro 112tot 38 3784 16G1121
G16B003035 23 540 12,420 60HD micro 112tot 39 3782 16G1121
G16B003036 23 540 12,420 60HD micro 112tot 40 3777 16G1121
G16B003037 23 540 12,420 60HD micro 112tot 41 3778 sqs 16G1121
G16B003038 23 540 12,420 60HD micro 112tot 42 3779 16G1121
G16B003039 23 540 12,420 60HD micro 112tot 43 3787 16G1121
G16B003040 23 540 12,420 60HD micro 112tot 44 3782 16G1121
G16B003041 23 540 12,420 60HD micro 112tot 45 3728 16G1121
G16B003045 23 540 12,420 60HD micro 112tot 46 3843 HGF821370
G16B003046 23 540 12,420 60HD micro 112tot 47 3835 HGF821370
G16B003047 23 540 12,420 60HD micro 112tot 48 3833 HGF821370
G16B003048 23 540 12,420 60HD micro 112tot 49 3835 sqs HGF821370
G16B003049 23 540 12,420 60HD micro 112tot 50 3829 HGF821370
G16B003050 23 540 12,420 60HD micro 112tot 51 3820 HGF821370
G16B003051 23 540 12,420 60HD micro 112tot 52 3820 HGF821370
G16B003052 23 540 12,420 60HD micro 112tot 53 3830 HGF821370
G16B003053 23 540 12,420 60HD micro 112tot 54 3829 HGF821370
G16B003054 23 540 12,420 60HD micro 112tot 55 3822 HGF821370
G16B003055 23 540 12,420 60HD micro 112tot 56 3828 HGG710680
G16B003056 23 540 12,420 60HD micro 112tot 57 3822 sqs HGG710680
G16B003057 23 540 12,420 60HD micro 112tot 58 3824 HGG710680
G16B003058 23 540 12,420 60HD micro 112tot 59 3829 HGG710680
G16B003059 23 540 12,420 60HD micro 112tot 60 3830 HGG710680
G16B003131 23 540 12,420 60HD micro 112tot 61 3825 HGG710770
G16B003132 23 540 12,420 60HD micro 112tot 62 3827 HGG710770
G16B003133 23 540 12,420 60HD micro 112tot 63 3827 HGG710770
G16B003134 23 540 12,420 60HD micro 112tot 64 3824 HGG710770
G16B003135 23 540 12,420 60HD micro 112tot 65 3824 sqs HGG710770
G16B003136 23 540 12,420 60HD micro 112tot 66 3833 HGG710770
G16B003137 23 540 12,420 60HD micro 112tot 67 3830 HGG710770
G16B003138 23 540 12,420 60HD micro 112tot 68 3829 HGG710770
G16B003139 23 540 12,420 60HD micro 112tot 69 3828 HGG710770
G16B003140 23 540 12,420 60HD micro 112tot 70 3830 HGG710770
G16B003141 23 540 12,420 60HD micro 112tot 71 3836 HGG710770
G16B003142 23 540 12,420 60HD micro 112tot 72 3836 HGG710770
G16B003143 23 540 12,420 60HD micro 112tot 73 3839 sqs HGG710770
G16B003144 23 540 12,420 60HD micro 112tot 74 3838 HGG710770
G16B003145 23 540 12,420 60HD micro 112tot 75 3815 HGG710770
G16B003146 23 540 12,420 60HD micro 112tot 76 3826 HGG710770
G16B003147 23 540 12,420 60HD micro 112tot 77 3825 HGG710770
G16B003148 23 540 12,420 60HD micro 112tot 78 3829 HGG710770
G16B003149 23 540 12,420 60HD micro 112tot 79 3829 HGG710770
G16B003150 23 540 12,420 60HD micro 112tot 80 3829 HGG710770
G16B003151 23 540 12,420 60HD micro 112tot 81 3824 sqs HGG710770
G16B003152 23 540 12,420 60HD micro 112tot 82 3834 HGG710890
G16B003153 23 540 12,420 60HD micro 112tot 83 3826 HGG710890
G16B003154 23 540 12,420 60HD micro 112tot 84 3831 HGG710890
G16B003155 23 540 12,420 60HD micro 112tot 85 3833 HGG710890
G16B003156 23 540 12,420 60HD micro 112tot 86 3822 HGG710890
G16B003157 23 540 12,420 60HD micro 112tot 87 3832 HGG710890
G16B003158 23 540 12,420 60HD micro 112tot 88 3837 HGG710890
G16B003159 23 540 12,420 60HD micro 112tot 89 3830 sqs HGG710890
G16B003160 23 540 12,420 60HD micro 112tot 90 3841 HGG710890
G16B003161 23 540 12,420 60HD micro 112tot 91 3833 HGG710890
G16B003162 23 540 12,420 60HD micro 112tot 92 3831 HGG710890
G16B003163 23 540 12,420 60HD micro 112tot 93 3830 HGG710890
G16B003164 23 540 12,420 60HD micro 112tot 94 3828 HGG710890
G16B003165 23 540 12,420 60HD micro 112tot 95 3823 HGG710890
G16B003166 23 540 12,420 60HD micro 112tot 96 3827 HGG710890
WM Great Oak LF, Randleman, NC doc 33059 list (112m).xls Page 1
Cust:Waste Management-South Doc#: 33059
PO#: 1000032943 Great Oak LF
Dest: Randleman, NC
112 rolls 60HD micro
roll # width length area check weld rod qty (if ordered) wgt resin lot #
ft. ft. ft². lbs.
English
cut 1ft from end of rolls 1 ( +2ft fric ), 9, 17, 25, 33, 41, 49, 57, 65, 73, 81, 89, 97, 105 100k/lot sqs + ONE 2ft fric TRITX U2
G16B003167 23 540 12,420 60HD micro 112tot 97 3823 sqs HGG710890
G16B003168 23 540 12,420 60HD micro 112tot 98 3830 HGG710890
G16B003169 23 540 12,420 60HD micro 112tot 99 3833 HGG710890
G16B003170 23 540 12,420 60HD micro 112tot 100 3836 HGG710890
G16B003171 23 540 12,420 60HD micro 112tot 101 3832 HGG710890
G16B003172 23 540 12,420 60HD micro 112tot 102 3838 HGG710890
G16B003173 23 540 12,420 60HD micro 112tot 103 3835 HGG710890
G16B003174 23 540 12,420 60HD micro 112tot 104 3832 HGG710890
G16B003175 23 540 12,420 60HD micro 112tot 105 3829 sqs HGG710890
G16B003176 23 540 12,420 60HD micro 112tot 106 3835 HGG710890
G16B003177 23 540 12,420 60HD micro 112tot 107 3832 HGG710930
G16B003178 23 540 12,420 60HD micro 112tot 108 3833 HGG710930
G16B003179 23 540 12,420 60HD micro 112tot 109 3836 HGG710930
G16B003180 23 540 12,420 60HD micro 112tot 110 3836 HGG710930
G16B003181 23 540 12,420 60HD micro 112tot 111 3833 HGG710930
G16B003182 23 540 12,420 60HD micro 112tot 112 3845 HGG710930
WM Great Oak LF, Randleman, NC doc 33059 list (112m).xls Page 2

60 HD MICROSPIKE16G1122G16B003025ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.947
.23
2.6
10 in Category 1
139
ONGOING
144
16629
25
Asperity
ASTM D7466
Top 32 mil
Grade:DF3721A
2765
2403
3102
2764
21
14
447
522
67
65289.1
618.3
Smooth Edge ASTM D1004 Average Tear lbs.57
8/8/2016
psi
psi
TD ppiN/mm 166
ppi
29
MD N/mm 18633
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N298.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:70
AVE:60
1.38
1.77
1.52
mm
mm
mm
Bottom 33 milmm.84

60 HD MICROSPIKE16G1122G16B003028ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.947
.23
2.6
10 in Category 1
139
ONGOING
144
16629
25
Asperity
ASTM D7466
Top 29 mil
Grade:DF3721A
2765
2403
3102
2764
21
14
447
522
67
65289.1
618.3
Smooth Edge ASTM D1004 Average Tear lbs.57
8/9/2016
psi
psi
TD ppiN/mm 166
ppi
29
MD N/mm 18633
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N298.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:65
AVE:60
1.40
1.65
1.52
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKE16G1122G16B003029ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.5
10 in Category 1
135
ONGOING
154
17831
27
Asperity
ASTM D7466
Top 32 mil
Grade:DF3721A
2724
2567
2706
2969
16
14
386
564
70
66293.6
600.5
Smooth Edge ASTM D1004 Average Tear lbs.55
8/9/2016
psi
psi
TD ppiN/mm 163
ppi
29
MD N/mm 16228
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N311.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:66
AVE:59
1.40
1.69
1.51
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKE16G1121G16B003030ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.5
10 in Category 1
135
ONGOING
154
17831
27
Asperity
ASTM D7466
Top 31 mil
Grade:DF3721A
2724
2567
2706
2969
16
14
386
564
70
66293.6
600.5
Smooth Edge ASTM D1004 Average Tear lbs.55
8/9/2016
psi
psi
TD ppiN/mm 163
ppi
29
MD N/mm 16228
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N311.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:64
AVE:59
1.37
1.63
1.49
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKE16G1121G16B003031ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.5
10 in Category 1
135
ONGOING
154
17831
27
Asperity
ASTM D7466
Top 27 mil
Grade:DF3721A
2724
2567
2706
2969
16
14
386
564
70
66293.6
600.5
Smooth Edge ASTM D1004 Average Tear lbs.55
8/9/2016
psi
psi
TD ppiN/mm 163
ppi
29
MD N/mm 16228
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N311.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.69
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:65
AVE:60
1.39
1.66
1.53
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKE16G1121G16B003032ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.5
10 in Category 1
135
ONGOING
154
17831
27
Asperity
ASTM D7466
Top 27 mil
Grade:DF3721A
2724
2567
2706
2969
16
14
386
564
70
66293.6
600.5
Smooth Edge ASTM D1004 Average Tear lbs.55
8/9/2016
psi
psi
TD ppiN/mm 163
ppi
29
MD N/mm 16228
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N311.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.69
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:68
AVE:59
1.39
1.74
1.49
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKE16G1121G16B003033ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.6
10 in Category 1
131
ONGOING
162
18332
28
Asperity
ASTM D7466
Top 27 mil
Grade:DF3721A
2877
2706
2972
3046
15
14
446
547
69
64284.7
582.7
Smooth Edge ASTM D1004 Average Tear lbs.52
8/9/2016
psi
psi
TD ppiN/mm 173
ppi
30
MD N/mm 17831
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N306.9
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.69
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:66
AVE:59
1.42
1.68
1.50
mm
mm
mm
Bottom 31 milmm.79

60 HD MICROSPIKE16G1121G16B003034ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.6
10 in Category 1
131
ONGOING
162
18332
28
Asperity
ASTM D7466
Top 27 mil
Grade:DF3721A
2877
2706
2972
3046
15
14
446
547
69
64284.7
582.7
Smooth Edge ASTM D1004 Average Tear lbs.52
8/9/2016
psi
psi
TD ppiN/mm 173
ppi
30
MD N/mm 17831
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N306.9
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.69
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:62
AVE:57
1.37
1.57
1.46
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKE16G1121G16B003035ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.6
10 in Category 1
131
ONGOING
162
18332
28
Asperity
ASTM D7466
Top 28 mil
Grade:DF3721A
2877
2706
2972
3046
15
14
446
547
69
64284.7
582.7
Smooth Edge ASTM D1004 Average Tear lbs.52
8/9/2016
psi
psi
TD ppiN/mm 173
ppi
30
MD N/mm 17831
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N306.9
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.71
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:64
AVE:58
1.37
1.63
1.47
mm
mm
mm
Bottom 33 milmm.84

60 HD MICROSPIKE16G1121G16B003036ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.6
10 in Category 1
131
ONGOING
162
18332
28
Asperity
ASTM D7466
Top 27 mil
Grade:DF3721A
2877
2706
2972
3046
15
14
446
547
69
64284.7
582.7
Smooth Edge ASTM D1004 Average Tear lbs.52
8/9/2016
psi
psi
TD ppiN/mm 173
ppi
30
MD N/mm 17831
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N306.9
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.69
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:64
AVE:59
1.39
1.61
1.50
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKE16G1121G16B003037ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.6
10 in Category 1
133
ONGOING
149
17330
26
Asperity
ASTM D7466
Top 26 mil
Grade:DF3721A
2847
2490
3163
2886
15
15
441
501
69
63280.2
591.6
Smooth Edge ASTM D1004 Average Tear lbs.51
8/9/2016
psi
psi
TD ppiN/mm 171
ppi
30
MD N/mm 19033
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N306.9
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.66
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:62
AVE:58
1.37
1.58
1.47
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKE16G1121G16B003038ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.6
10 in Category 1
133
ONGOING
149
17330
26
Asperity
ASTM D7466
Top 27 mil
Grade:DF3721A
2847
2490
3163
2886
15
15
441
501
69
63280.2
591.6
Smooth Edge ASTM D1004 Average Tear lbs.51
8/9/2016
psi
psi
TD ppiN/mm 171
ppi
30
MD N/mm 19033
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N306.9
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.69
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:65
AVE:58
1.41
1.66
1.46
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKE16G1121G16B003039ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.6
10 in Category 1
133
ONGOING
149
17330
26
Asperity
ASTM D7466
Top 32 mil
Grade:DF3721A
2847
2490
3163
2886
15
15
441
501
69
63280.2
591.6
Smooth Edge ASTM D1004 Average Tear lbs.51
8/9/2016
psi
psi
TD ppiN/mm 171
ppi
30
MD N/mm 19033
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N306.9
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:53
MAX:64
AVE:59
1.34
1.63
1.49
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKE16G1121G16B003040ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.6
10 in Category 1
133
ONGOING
149
17330
26
Asperity
ASTM D7466
Top 29 mil
Grade:DF3721A
2847
2490
3163
2886
15
15
441
501
69
63280.2
591.6
Smooth Edge ASTM D1004 Average Tear lbs.51
8/9/2016
psi
psi
TD ppiN/mm 171
ppi
30
MD N/mm 19033
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N306.9
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:69
AVE:60
1.41
1.74
1.53
mm
mm
mm
Bottom 31 milmm.79

60 HD MICROSPIKE16G1121G16B003041ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
210
.946
.23
2.5
10 in Category 1
139
ONGOING
153
18132
27
Asperity
ASTM D7466
Top 30 mil
Grade:DF3721A
2818
2547
3182
3018
16
15
408
567
56
52231.3
618.3
Smooth Edge ASTM D1004 Average Tear lbs.52
8/9/2016
psi
psi
TD ppiN/mm 169
ppi
30
MD N/mm 19133
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N249.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.76
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:64
AVE:58
1.37
1.62
1.47
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGF821370G16B003045ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.5
10 in Category 1
139
ONGOING
163
19234
28
Asperity
ASTM D7466
Top 32 mil
Grade:K307
3124
2711
3255
3197
16
16
481
601
55
51226.8
618.3
Smooth Edge ASTM D1004 Average Tear lbs.50
8/9/2016
psi
psi
TD ppiN/mm 187
ppi
33
MD N/mm 19534
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N244.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:70
AVE:61
1.38
1.79
1.55
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGF821370G16B003046ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.5
10 in Category 1
139
ONGOING
158
18633
28
Asperity
ASTM D7466
Top 29 mil
Grade:K307
2893
2641
3310
3097
15
14
407
572
55
51226.8
618.3
Smooth Edge ASTM D1004 Average Tear lbs.50
8/9/2016
psi
psi
TD ppiN/mm 174
ppi
30
MD N/mm 19935
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N244.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:62
AVE:58
1.39
1.57
1.47
mm
mm
mm
Bottom 33 milmm.84

60 HD MICROSPIKEHGF821370G16B003047ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.5
10 in Category 1
139
ONGOING
158
18633
28
Asperity
ASTM D7466
Top 22 mil
Grade:K307
2893
2641
3310
3097
15
14
407
572
55
51226.8
618.3
Smooth Edge ASTM D1004 Average Tear lbs.50
8/9/2016
psi
psi
TD ppiN/mm 174
ppi
30
MD N/mm 19935
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N244.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.56
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:62
AVE:58
1.39
1.57
1.47
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGF821370G16B003048ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.5
10 in Category 1
139
ONGOING
158
18633
28
Asperity
ASTM D7466
Top 27 mil
Grade:K307
2893
2641
3310
3097
15
14
407
572
55
51226.8
618.3
Smooth Edge ASTM D1004 Average Tear lbs.50
8/10/2016
psi
psi
TD ppiN/mm 174
ppi
30
MD N/mm 19935
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N244.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.69
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:66
AVE:59
1.39
1.67
1.50
mm
mm
mm
Bottom 33 milmm.84

60 HD MICROSPIKEHGF821370G16B003049ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.5
10 in Category 1
139
ONGOING
158
18633
28
Asperity
ASTM D7466
Top 29 mil
Grade:K307
2893
2641
3310
3097
15
14
407
572
55
51226.8
618.3
Smooth Edge ASTM D1004 Average Tear lbs.50
8/10/2016
psi
psi
TD ppiN/mm 174
ppi
30
MD N/mm 19935
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N244.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:65
AVE:60
1.43
1.66
1.52
mm
mm
mm
Bottom 25 milmm.64

60 HD MICROSPIKEHGF821370G16B003050ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.5
10 in Category 1
137
ONGOING
151
20335
26
Asperity
ASTM D7466
Top 28 mil
Grade:K307
2842
2521
3100
3378
14
15
466
571
53
66293.8
610.3
Smooth Edge ASTM D1004 Average Tear lbs.53
8/10/2016
psi
psi
TD ppiN/mm 171
ppi
30
MD N/mm 18633
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N237.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.71
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:66
AVE:60
1.42
1.68
1.51
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGF821370G16B003051ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.5
10 in Category 1
137
ONGOING
151
20335
26
Asperity
ASTM D7466
Top 29 mil
Grade:K307
2842
2521
3100
3378
14
15
466
571
53
66293.8
610.3
Smooth Edge ASTM D1004 Average Tear lbs.53
8/10/2016
psi
psi
TD ppiN/mm 171
ppi
30
MD N/mm 18633
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N237.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:65
AVE:60
1.39
1.64
1.52
mm
mm
mm
Bottom 26 milmm.66

60 HD MICROSPIKEHGF821370G16B003052ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.5
10 in Category 1
137
ONGOING
151
20335
26
Asperity
ASTM D7466
Top 28 mil
Grade:K307
2842
2521
3100
3378
14
15
466
571
53
66293.8
610.3
Smooth Edge ASTM D1004 Average Tear lbs.53
8/10/2016
psi
psi
TD ppiN/mm 171
ppi
30
MD N/mm 18633
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N237.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.71
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:63
AVE:57
1.38
1.59
1.46
mm
mm
mm
Bottom 26 milmm.66

60 HD MICROSPIKEHGF821370G16B003053ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.945
.20
2.5
10 in Category 1
137
ONGOING
151
20335
26
Asperity
ASTM D7466
Top 32 mil
Grade:K307
2842
2521
3100
3378
14
15
466
571
53
66293.8
610.3
Smooth Edge ASTM D1004 Average Tear lbs.53
8/10/2016
psi
psi
TD ppiN/mm 171
ppi
30
MD N/mm 18633
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N237.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:62
AVE:57
1.37
1.56
1.45
mm
mm
mm
Bottom 27 milmm.69

60 HD MICROSPIKEHGF821370G16B003054ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
200
.948
.20
2.5
10 in Category 1
133
ONGOING
157
20336
28
Asperity
ASTM D7466
Top 34 mil
Grade:K307
2821
2622
2964
3390
17
17
411
587
64
72322.0
591.7
Smooth Edge ASTM D1004 Average Tear lbs.58
8/10/2016
psi
psi
TD ppiN/mm 169
ppi
30
MD N/mm 17831
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N284.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.86
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:65
AVE:58
1.38
1.65
1.46
mm
mm
mm
Bottom 23 milmm.58

60 HD MICROSPIKEHGG710680G16B003055ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
195
.948
.19
2.5
10 in Category 1
133
ONGOING
157
20336
28
Asperity
ASTM D7466
Top 28 mil
Grade:K307
2821
2622
2964
3390
17
17
411
587
64
72322.0
591.7
Smooth Edge ASTM D1004 Average Tear lbs.58
8/10/2016
psi
psi
TD ppiN/mm 169
ppi
30
MD N/mm 17831
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N284.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.71
OA#:33059
Quality Control Department
Maria Coffey
MIN:52
MAX:68
AVE:59
1.31
1.71
1.49
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710680G16B003056ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
195
.948
.19
2.5
10 in Category 1
133
ONGOING
157
20336
28
Asperity
ASTM D7466
Top 28 mil
Grade:K307
2821
2622
2964
3390
17
17
411
587
64
72322.0
591.7
Smooth Edge ASTM D1004 Average Tear lbs.58
8/10/2016
psi
psi
TD ppiN/mm 169
ppi
30
MD N/mm 17831
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N284.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.71
OA#:33059
Quality Control Department
Maria Coffey
MIN:57
MAX:68
AVE:61
1.45
1.72
1.54
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGG710680G16B003057ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
195
.948
.19
2.5
10 in Category 1
133
ONGOING
157
20336
28
Asperity
ASTM D7466
Top 29 mil
Grade:K307
2821
2622
2964
3390
17
17
411
587
64
72322.0
591.7
Smooth Edge ASTM D1004 Average Tear lbs.58
8/10/2016
psi
psi
TD ppiN/mm 169
ppi
30
MD N/mm 17831
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N284.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:70
AVE:61
1.39
1.77
1.55
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGG710680G16B003058ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
195
.945
.19
2.7
10 in Category 1
136
ONGOING
153
19734
27
Asperity
ASTM D7466
Top 29 mil
Grade:K307
2735
2555
3092
3277
16
16
423
576
74
70312.0
605.1
Smooth Edge ASTM D1004 Average Tear lbs.56
8/10/2016
psi
psi
TD ppiN/mm 164
ppi
29
MD N/mm 18632
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:67
AVE:61
1.43
1.69
1.54
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710680G16B003059ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
195
.945
.19
2.7
10 in Category 1
136
ONGOING
153
19734
27
Asperity
ASTM D7466
Top 25 mil
Grade:K307
2735
2555
3092
3277
16
16
423
576
74
70312.0
605.1
Smooth Edge ASTM D1004 Average Tear lbs.56
8/10/2016
psi
psi
TD ppiN/mm 164
ppi
29
MD N/mm 18632
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N329.0
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.64
OA#:33059
Quality Control Department
Maria Coffey
MIN:57
MAX:67
AVE:61
1.45
1.70
1.55
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710770G16B003131ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.941
.20
2.3
10 in Category 1
134
ONGOING
146
16930
26
Asperity
ASTM D7466
Top 27 mil
Grade:K307
2558
2436
3205
2822
15
15
470
538
69
64285.2
596.5
Smooth Edge ASTM D1004 Average Tear lbs.45
8/15/2016
psi
psi
TD ppiN/mm 153
ppi
27
MD N/mm 19234
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N306.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.69
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:66
AVE:60
1.43
1.66
1.53
mm
mm
mm
Bottom 34 milmm.86

60 HD MICROSPIKEHGG710770G16B003132ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.941
.20
2.3
10 in Category 1
134
ONGOING
146
16930
26
Asperity
ASTM D7466
Top 28 mil
Grade:K307
2558
2436
3205
2822
15
15
470
538
69
64285.2
596.5
Smooth Edge ASTM D1004 Average Tear lbs.45
8/15/2016
psi
psi
TD ppiN/mm 153
ppi
27
MD N/mm 19234
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N306.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.71
OA#:33059
Quality Control Department
Maria Coffey
MIN:58
MAX:64
AVE:61
1.47
1.63
1.54
mm
mm
mm
Bottom 25 milmm.64

60 HD MICROSPIKEHGG710770G16B003133ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.942
.20
2.4
10 in Category 1
132
ONGOING
153
18933
27
Asperity
ASTM D7466
Top 29 mil
Grade:K307
2682
2542
2858
3142
18
15
429
581
57
53234.6
586.7
Smooth Edge ASTM D1004 Average Tear lbs.53
8/15/2016
psi
psi
TD ppiN/mm 161
ppi
28
MD N/mm 17130
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N253.7
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:63
AVE:60
1.41
1.59
1.52
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGG710770G16B003134ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.942
.20
2.4
10 in Category 1
132
ONGOING
153
18933
27
Asperity
ASTM D7466
Top 31 mil
Grade:K307
2682
2542
2858
3142
18
15
429
581
57
53234.6
586.7
Smooth Edge ASTM D1004 Average Tear lbs.53
8/15/2016
psi
psi
TD ppiN/mm 161
ppi
28
MD N/mm 17130
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N253.7
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:68
AVE:60
1.41
1.72
1.51
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGG710770G16B003135ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.942
.20
2.4
10 in Category 1
132
ONGOING
153
18933
27
Asperity
ASTM D7466
Top 32 mil
Grade:K307
2682
2542
2858
3142
18
15
429
581
57
53234.6
586.7
Smooth Edge ASTM D1004 Average Tear lbs.53
8/15/2016
psi
psi
TD ppiN/mm 161
ppi
28
MD N/mm 17130
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N253.7
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:68
AVE:60
1.41
1.74
1.52
mm
mm
mm
Bottom 27 milmm.69

60 HD MICROSPIKEHGG710770G16B003136ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.942
.20
2.4
10 in Category 1
132
ONGOING
153
18933
27
Asperity
ASTM D7466
Top 30 mil
Grade:K307
2682
2542
2858
3142
18
15
429
581
57
53234.6
586.7
Smooth Edge ASTM D1004 Average Tear lbs.53
8/15/2016
psi
psi
TD ppiN/mm 161
ppi
28
MD N/mm 17130
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N253.7
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.76
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:65
AVE:60
1.40
1.64
1.52
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGG710770G16B003137ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.943
.20
2.5
10 in Category 1
127
ONGOING
211
25144
37
Asperity
ASTM D7466
Top 31 mil
Grade:K307
3778
3510
4110
4183
23
19
433
549
70
69309.1
565.9
Smooth Edge ASTM D1004 Average Tear lbs.66
8/15/2016
psi
psi
TD ppiN/mm 227
ppi
40
MD N/mm 24743
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N312.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:66
AVE:59
1.40
1.66
1.50
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGG710770G16B003138ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.943
.20
2.5
10 in Category 1
127
ONGOING
211
25144
37
Asperity
ASTM D7466
Top 34 mil
Grade:K307
3778
3510
4110
4183
23
19
433
549
70
69309.1
565.9
Smooth Edge ASTM D1004 Average Tear lbs.66
8/15/2016
psi
psi
TD ppiN/mm 227
ppi
40
MD N/mm 24743
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N312.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.86
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:65
AVE:59
1.37
1.65
1.50
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGG710770G16B003139ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.943
.20
2.5
10 in Category 1
127
ONGOING
211
25144
37
Asperity
ASTM D7466
Top 29 mil
Grade:K307
3778
3510
4110
4183
23
19
433
549
70
69309.1
565.9
Smooth Edge ASTM D1004 Average Tear lbs.66
8/15/2016
psi
psi
TD ppiN/mm 227
ppi
40
MD N/mm 24743
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N312.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:62
AVE:58
1.39
1.58
1.48
mm
mm
mm
Bottom 31 milmm.79

60 HD MICROSPIKEHGG710770G16B003140ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.943
.20
2.5
10 in Category 1
127
ONGOING
211
25144
37
Asperity
ASTM D7466
Top 32 mil
Grade:K307
3778
3510
4110
4183
23
19
433
549
70
69309.1
565.9
Smooth Edge ASTM D1004 Average Tear lbs.66
8/16/2016
psi
psi
TD ppiN/mm 227
ppi
40
MD N/mm 24743
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N312.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:64
AVE:59
1.42
1.61
1.50
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGG710770G16B003141ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.20
2.4
10 in Category 1
125
ONGOING
230
23842
40
Asperity
ASTM D7466
Top 30 mil
Grade:K307
3700
3828
4422
3962
21
19
487
514
68
81360.0
556.8
Smooth Edge ASTM D1004 Average Tear lbs.75
8/16/2016
psi
psi
TD ppiN/mm 222
ppi
39
MD N/mm 26546
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N301.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.76
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:64
AVE:58
1.39
1.62
1.48
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGG710770G16B003142ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.20
2.4
10 in Category 1
125
ONGOING
230
23842
40
Asperity
ASTM D7466
Top 29 mil
Grade:K307
3700
3828
4422
3962
21
19
487
514
68
81360.0
556.8
Smooth Edge ASTM D1004 Average Tear lbs.75
8/16/2016
psi
psi
TD ppiN/mm 222
ppi
39
MD N/mm 26546
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N301.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:66
AVE:59
1.39
1.67
1.50
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710770G16B003143ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.20
2.4
10 in Category 1
125
ONGOING
230
23842
40
Asperity
ASTM D7466
Top 30 mil
Grade:K307
3700
3828
4422
3962
21
19
487
514
68
81360.0
556.8
Smooth Edge ASTM D1004 Average Tear lbs.75
8/16/2016
psi
psi
TD ppiN/mm 222
ppi
39
MD N/mm 26546
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N301.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.76
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:63
AVE:60
1.41
1.61
1.52
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGG710770G16B003144ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.20
2.4
10 in Category 1
125
ONGOING
230
23842
40
Asperity
ASTM D7466
Top 30 mil
Grade:K307
3700
3828
4422
3962
21
19
487
514
68
81360.0
556.8
Smooth Edge ASTM D1004 Average Tear lbs.75
8/16/2016
psi
psi
TD ppiN/mm 222
ppi
39
MD N/mm 26546
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N301.6
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.76
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:67
AVE:59
1.41
1.69
1.50
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710770G16B003145ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.20
2.5
10 in Category 1
138
ONGOING
185
20937
32
Asperity
ASTM D7466
Top 29 mil
Grade:K307
3219
3085
3370
3485
19
16
429
542
57
63280.3
614.1
Smooth Edge ASTM D1004 Average Tear lbs.56
8/16/2016
psi
psi
TD ppiN/mm 193
ppi
34
MD N/mm 20235
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N254.7
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:65
AVE:60
1.43
1.65
1.52
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710770G16B003146ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.20
2.5
10 in Category 1
138
ONGOING
185
20937
32
Asperity
ASTM D7466
Top 29 mil
Grade:K307
3219
3085
3370
3485
19
16
429
542
57
63280.3
614.1
Smooth Edge ASTM D1004 Average Tear lbs.56
8/16/2016
psi
psi
TD ppiN/mm 193
ppi
34
MD N/mm 20235
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N254.7
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:65
AVE:60
1.43
1.65
1.53
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710770G16B003147ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.20
2.5
10 in Category 1
138
ONGOING
185
20937
32
Asperity
ASTM D7466
Top 29 mil
Grade:K307
3219
3085
3370
3485
19
16
429
542
57
63280.3
614.1
Smooth Edge ASTM D1004 Average Tear lbs.56
8/16/2016
psi
psi
TD ppiN/mm 193
ppi
34
MD N/mm 20235
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N254.7
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:62
AVE:58
1.36
1.58
1.46
mm
mm
mm
Bottom 31 milmm.79

60 HD MICROSPIKEHGG710770G16B003148ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.946
.20
2.5
10 in Category 1
138
ONGOING
185
20937
32
Asperity
ASTM D7466
Top 28 mil
Grade:K307
3219
3085
3370
3485
19
16
429
542
57
63280.3
614.1
Smooth Edge ASTM D1004 Average Tear lbs.56
8/16/2016
psi
psi
TD ppiN/mm 193
ppi
34
MD N/mm 20235
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N254.7
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.71
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:63
AVE:57
1.37
1.59
1.45
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710770G16B003149ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.945
.20
2.4
10 in Category 1
138
ONGOING
158
19133
28
Asperity
ASTM D7466
Top 28 mil
Grade:K307
2784
2626
3041
3185
19
15
447
557
56
53233.6
614.1
Smooth Edge ASTM D1004 Average Tear lbs.55
8/16/2016
psi
psi
TD ppiN/mm 167
ppi
29
MD N/mm 18232
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N247.8
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.71
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:65
AVE:60
1.39
1.65
1.51
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710770G16B003150ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.945
.20
2.4
10 in Category 1
138
ONGOING
158
19133
28
Asperity
ASTM D7466
Top 29 mil
Grade:K307
2784
2626
3041
3185
19
15
447
557
56
53233.6
614.1
Smooth Edge ASTM D1004 Average Tear lbs.55
8/16/2016
psi
psi
TD ppiN/mm 167
ppi
29
MD N/mm 18232
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N247.8
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:65
AVE:60
1.41
1.64
1.52
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGG710770G16B003151ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
197
.945
.20
2.4
10 in Category 1
138
ONGOING
158
19133
28
Asperity
ASTM D7466
Top 34 mil
Grade:K307
2784
2626
3041
3185
19
15
447
557
56
53233.6
614.1
Smooth Edge ASTM D1004 Average Tear lbs.55
8/16/2016
psi
psi
TD ppiN/mm 167
ppi
29
MD N/mm 18232
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N247.8
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.86
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:63
AVE:59
1.38
1.59
1.49
mm
mm
mm
Bottom 27 milmm.69

60 HD MICROSPIKEHGG710890G16B003152ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.23
2.4
10 in Category 1
138
ONGOING
158
19133
28
Asperity
ASTM D7466
Top 33 mil
Grade:K307
2784
2626
3041
3185
19
15
447
557
56
53233.6
614.1
Smooth Edge ASTM D1004 Average Tear lbs.55
8/16/2016
psi
psi
TD ppiN/mm 167
ppi
29
MD N/mm 18232
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N247.8
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.84
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:65
AVE:59
1.43
1.65
1.50
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGG710890G16B003153ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.23
2.6
10 in Category 1
134
ONGOING
138
20436
24
Asperity
ASTM D7466
Top 31 mil
Grade:K307
2522
2293
3291
3406
18
14
482
561
71
69308.5
596.0
Smooth Edge ASTM D1004 Average Tear lbs.66
8/16/2016
psi
psi
TD ppiN/mm 151
ppi
27
MD N/mm 19735
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N314.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:63
AVE:59
1.40
1.61
1.50
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710890G16B003154ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.23
2.6
10 in Category 1
134
ONGOING
138
20436
24
Asperity
ASTM D7466
Top 33 mil
Grade:K307
2522
2293
3291
3406
18
14
482
561
71
69308.5
596.0
Smooth Edge ASTM D1004 Average Tear lbs.66
8/16/2016
psi
psi
TD ppiN/mm 151
ppi
27
MD N/mm 19735
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N314.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.84
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:66
AVE:59
1.38
1.67
1.51
mm
mm
mm
Bottom 26 milmm.66

60 HD MICROSPIKEHGG710890G16B003155ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.23
2.6
10 in Category 1
134
ONGOING
138
20436
24
Asperity
ASTM D7466
Top 32 mil
Grade:K307
2522
2293
3291
3406
18
14
482
561
71
69308.5
596.0
Smooth Edge ASTM D1004 Average Tear lbs.66
8/16/2016
psi
psi
TD ppiN/mm 151
ppi
27
MD N/mm 19735
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N314.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:64
AVE:59
1.38
1.63
1.50
mm
mm
mm
Bottom 27 milmm.69

60 HD MICROSPIKEHGG710890G16B003156ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.23
2.6
10 in Category 1
134
ONGOING
138
20436
24
Asperity
ASTM D7466
Top 33 mil
Grade:K307
2522
2293
3291
3406
18
14
482
561
71
69308.5
596.0
Smooth Edge ASTM D1004 Average Tear lbs.66
8/17/2016
psi
psi
TD ppiN/mm 151
ppi
27
MD N/mm 19735
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N314.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.84
OA#:33059
Quality Control Department
Maria Coffey
MIN:57
MAX:64
AVE:60
1.45
1.62
1.52
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGG710890G16B003157ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
132
ONGOING
148
19033
26
Asperity
ASTM D7466
Top 31 mil
Grade:K307
2638
2464
3268
3163
17
15
440
524
57
54240.2
587.1
Smooth Edge ASTM D1004 Average Tear lbs.51
8/17/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 19634
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N253.5
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:64
AVE:58
1.38
1.64
1.47
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGG710890G16B003158ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
132
ONGOING
148
19033
26
Asperity
ASTM D7466
Top 31 mil
Grade:K307
2638
2464
3268
3163
17
15
440
524
57
54240.2
587.1
Smooth Edge ASTM D1004 Average Tear lbs.51
8/17/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 19634
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N253.5
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:63
AVE:58
1.39
1.60
1.48
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710890G16B003159ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
132
ONGOING
148
19033
26
Asperity
ASTM D7466
Top 29 mil
Grade:K307
2638
2464
3268
3163
17
15
440
524
57
54240.2
587.1
Smooth Edge ASTM D1004 Average Tear lbs.51
8/17/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 19634
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N253.5
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:63
AVE:57
1.37
1.60
1.45
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710890G16B003160ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
132
ONGOING
148
19033
26
Asperity
ASTM D7466
Top 31 mil
Grade:K307
2638
2464
3268
3163
17
15
440
524
57
54240.2
587.1
Smooth Edge ASTM D1004 Average Tear lbs.51
8/17/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 19634
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N253.5
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:64
AVE:60
1.38
1.63
1.52
mm
mm
mm
Bottom 31 milmm.79

60 HD MICROSPIKEHGG710890G16B003161ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
141
ONGOING
147
17731
26
Asperity
ASTM D7466
Top 31 mil
Grade:K307
2637
2456
3085
2951
15
15
431
558
56
58258.0
626.5
Smooth Edge ASTM D1004 Average Tear lbs.56
8/17/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 18532
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N249.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:65
AVE:60
1.40
1.65
1.53
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGG710890G16B003162ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
141
ONGOING
147
17731
26
Asperity
ASTM D7466
Top 30 mil
Grade:K307
2637
2456
3085
2951
15
15
431
558
56
58258.0
626.5
Smooth Edge ASTM D1004 Average Tear lbs.56
8/17/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 18532
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N249.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.76
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:66
AVE:61
1.43
1.67
1.54
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGG710890G16B003163ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
141
ONGOING
147
17731
26
Asperity
ASTM D7466
Top 32 mil
Grade:K307
2637
2456
3085
2951
15
15
431
558
56
58258.0
626.5
Smooth Edge ASTM D1004 Average Tear lbs.56
8/17/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 18532
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N249.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:64
AVE:60
1.37
1.61
1.51
mm
mm
mm
Bottom 33 milmm.84

60 HD MICROSPIKEHGG710890G16B003164ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
141
ONGOING
147
17731
26
Asperity
ASTM D7466
Top 31 mil
Grade:K307
2637
2456
3085
2951
15
15
431
558
56
58258.0
626.5
Smooth Edge ASTM D1004 Average Tear lbs.56
8/17/2016
psi
psi
TD ppiN/mm 158
ppi
28
MD N/mm 18532
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N249.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:66
AVE:61
1.41
1.67
1.54
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710890G16B003165ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
136
ONGOING
159
23241
28
Asperity
ASTM D7466
Top 32 mil
Grade:K307
3591
2642
3091
3870
15
22
506
474
68
67296.5
606.1
Smooth Edge ASTM D1004 Average Tear lbs.66
8/17/2016
psi
psi
TD ppiN/mm 215
ppi
38
MD N/mm 18532
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N301.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:53
MAX:64
AVE:59
1.34
1.61
1.49
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGG710890G16B003166ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
136
ONGOING
159
23241
28
Asperity
ASTM D7466
Top 32 mil
Grade:K307
3591
2642
3091
3870
15
22
506
474
68
67296.5
606.1
Smooth Edge ASTM D1004 Average Tear lbs.66
8/17/2016
psi
psi
TD ppiN/mm 215
ppi
38
MD N/mm 18532
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N301.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:65
AVE:58
1.37
1.64
1.47
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGG710890G16B003167ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
136
ONGOING
159
23241
28
Asperity
ASTM D7466
Top 34 mil
Grade:K307
3591
2642
3091
3870
15
22
506
474
68
67296.5
606.1
Smooth Edge ASTM D1004 Average Tear lbs.66
8/17/2016
psi
psi
TD ppiN/mm 215
ppi
38
MD N/mm 18532
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N301.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.86
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:63
AVE:59
1.43
1.60
1.50
mm
mm
mm
Bottom 27 milmm.69

60 HD MICROSPIKEHGG710890G16B003168ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
136
ONGOING
159
23241
28
Asperity
ASTM D7466
Top 35 mil
Grade:K307
3591
2642
3091
3870
15
22
506
474
68
67296.5
606.1
Smooth Edge ASTM D1004 Average Tear lbs.66
8/17/2016
psi
psi
TD ppiN/mm 215
ppi
38
MD N/mm 18532
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N301.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.89
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:62
AVE:57
1.38
1.58
1.45
mm
mm
mm
Bottom 27 milmm.69

60 HD MICROSPIKEHGG710890G16B003169ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.23
2.6
10 in Category 1
134
ONGOING
149
18833
26
Asperity
ASTM D7466
Top 30 mil
Grade:K307
2507
2484
3048
3133
15
16
451
521
68
65289.0
598.1
Smooth Edge ASTM D1004 Average Tear lbs.65
8/17/2016
psi
psi
TD ppiN/mm 150
ppi
26
MD N/mm 18332
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N302.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.76
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:65
AVE:59
1.37
1.64
1.49
mm
mm
mm
Bottom 28 milmm.71

60 HD MICROSPIKEHGG710890G16B003170ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.23
2.6
10 in Category 1
134
ONGOING
149
18833
26
Asperity
ASTM D7466
Top 33 mil
Grade:K307
2507
2484
3048
3133
15
16
451
521
68
65289.0
598.1
Smooth Edge ASTM D1004 Average Tear lbs.65
8/17/2016
psi
psi
TD ppiN/mm 150
ppi
26
MD N/mm 18332
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N302.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.84
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:65
AVE:59
1.37
1.64
1.49
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGG710890G16B003171ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.23
2.6
10 in Category 1
134
ONGOING
149
18833
26
Asperity
ASTM D7466
Top 32 mil
Grade:K307
2507
2484
3048
3133
15
16
451
521
68
65289.0
598.1
Smooth Edge ASTM D1004 Average Tear lbs.65
8/18/2016
psi
psi
TD ppiN/mm 150
ppi
26
MD N/mm 18332
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N302.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.81
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:60
AVE:57
1.39
1.53
1.45
mm
mm
mm
Bottom 26 milmm.66

60 HD MICROSPIKEHGG710890G16B003172ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.23
2.6
10 in Category 1
134
ONGOING
149
18833
26
Asperity
ASTM D7466
Top 31 mil
Grade:K307
2507
2484
3048
3133
15
16
451
521
68
65289.0
598.1
Smooth Edge ASTM D1004 Average Tear lbs.65
8/18/2016
psi
psi
TD ppiN/mm 150
ppi
26
MD N/mm 18332
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N302.2
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:64
AVE:59
1.38
1.61
1.49
mm
mm
mm
Bottom 27 milmm.69

60 HD MICROSPIKEHGG710890G16B003173ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
134
ONGOING
219
24343
38
Asperity
ASTM D7466
Top 31 mil
Grade:K307
3737
3652
4143
4050
22
19
440
549
68
69305.3
597.2
Smooth Edge ASTM D1004 Average Tear lbs.69
8/18/2016
psi
psi
TD ppiN/mm 224
ppi
39
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N303.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:65
AVE:59
1.39
1.65
1.50
mm
mm
mm
Bottom 27 milmm.69

60 HD MICROSPIKEHGG710890G16B003174ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
134
ONGOING
219
24343
38
Asperity
ASTM D7466
Top 30 mil
Grade:K307
3737
3652
4143
4050
22
19
440
549
68
69305.3
597.2
Smooth Edge ASTM D1004 Average Tear lbs.69
8/18/2016
psi
psi
TD ppiN/mm 224
ppi
39
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N303.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.76
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:66
AVE:60
1.38
1.68
1.51
mm
mm
mm
Bottom 27 milmm.69

60 HD MICROSPIKEHGG710890G16B003175ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
134
ONGOING
219
24343
38
Asperity
ASTM D7466
Top 33 mil
Grade:K307
3737
3652
4143
4050
22
19
440
549
68
69305.3
597.2
Smooth Edge ASTM D1004 Average Tear lbs.69
8/18/2016
psi
psi
TD ppiN/mm 224
ppi
39
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N303.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.84
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:66
AVE:59
1.39
1.68
1.50
mm
mm
mm
Bottom 27 milmm.69

60 HD MICROSPIKEHGG710890G16B003176ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.23
2.4
10 in Category 1
134
ONGOING
219
24343
38
Asperity
ASTM D7466
Top 28 mil
Grade:K307
3737
3652
4143
4050
22
19
440
549
68
69305.3
597.2
Smooth Edge ASTM D1004 Average Tear lbs.69
8/18/2016
psi
psi
TD ppiN/mm 224
ppi
39
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N303.4
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.71
OA#:33059
Quality Control Department
Maria Coffey
MIN:55
MAX:65
AVE:60
1.40
1.65
1.52
mm
mm
mm
Bottom 29 milmm.74

60 HD MICROSPIKEHGG710930G16B003177ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
214
.945
.28
2.6
10 in Category 1
128
ONGOING
207
23942
36
Asperity
ASTM D7466
Top 29 mil
Grade:K307
3542
3456
4154
3985
23
18
440
560
66
62274.4
568.6
Smooth Edge ASTM D1004 Average Tear lbs.62
8/18/2016
psi
psi
TD ppiN/mm 213
ppi
37
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N294.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:66
AVE:58
1.36
1.66
1.48
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710930G16B003178ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.28
2.6
10 in Category 1
128
ONGOING
207
23942
36
Asperity
ASTM D7466
Top 29 mil
Grade:K307
3542
3456
4154
3985
23
18
440
560
66
62274.4
568.6
Smooth Edge ASTM D1004 Average Tear lbs.62
8/18/2016
psi
psi
TD ppiN/mm 213
ppi
37
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N294.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.74
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:65
AVE:59
1.42
1.65
1.50
mm
mm
mm
Bottom 30 milmm.76

60 HD MICROSPIKEHGG710930G16B003179ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.28
2.6
10 in Category 1
128
ONGOING
207
23942
36
Asperity
ASTM D7466
Top 34 mil
Grade:K307
3542
3456
4154
3985
23
18
440
560
66
62274.4
568.6
Smooth Edge ASTM D1004 Average Tear lbs.62
8/18/2016
psi
psi
TD ppiN/mm 213
ppi
37
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N294.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.86
OA#:33059
Quality Control Department
Maria Coffey
MIN:56
MAX:66
AVE:59
1.41
1.68
1.50
mm
mm
mm
Bottom 31 milmm.79

60 HD MICROSPIKEHGG710930G16B003180ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.945
.28
2.6
10 in Category 1
128
ONGOING
207
23942
36
Asperity
ASTM D7466
Top 31 mil
Grade:K307
3542
3456
4154
3985
23
18
440
560
66
62274.4
568.6
Smooth Edge ASTM D1004 Average Tear lbs.62
8/18/2016
psi
psi
TD ppiN/mm 213
ppi
37
MD N/mm 24944
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N294.1
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:63
AVE:58
1.36
1.61
1.48
mm
mm
mm
Bottom 32 milmm.81

60 HD MICROSPIKEHGG710930G16B003181ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.28
2.6
10 in Category 1
125
ONGOING
218
24242
38
Asperity
ASTM D7466
Top 31 mil
Grade:K307
3790
3632
4236
4036
22
17
461
551
71
70311.3
555.8
Smooth Edge ASTM D1004 Average Tear lbs.68
8/18/2016
psi
psi
TD ppiN/mm 227
ppi
40
MD N/mm 25445
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N315.9
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.79
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:62
AVE:57
1.37
1.56
1.45
mm
mm
mm
Bottom 31 milmm.79

60 HD MICROSPIKEHGG710930G16B003182ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
METRIC ENGLISH
mm mil
mm
mm
mil
mil
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)
MD
TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @ Yield
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)Average Peak Load
Notched Constant Tensile Load
ASTM D5397 Pass/Fail @ 30%
Customer:
PO:
Destination:
Production Date:
Signature:
g/cc
%
%
%
N
N
500 Hrs.
ppi
ppi
psi
psi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
N/mm
mm mil60
164.594
7.01
1.52
540
23
211
.944
.28
2.6
10 in Category 1
125
ONGOING
218
24242
38
Asperity
ASTM D7466
Top 33 mil
Grade:K307
3790
3632
4236
4036
22
17
461
551
71
70311.3
555.8
Smooth Edge ASTM D1004 Average Tear lbs.68
8/18/2016
psi
psi
TD ppiN/mm 227
ppi
40
MD N/mm 25445
Average Strength @ Yield
Average Strength @ Break
MD
TD
%
%
MD
TD
MD
TD
lbs.N315.9
Waste Management-South
1000032943 Great Oak LF
Randleman, NC
Average
METRIC ENGLISH
Average Density
mm.84
OA#:33059
Quality Control Department
Maria Coffey
MIN:54
MAX:63
AVE:57
1.37
1.59
1.45
mm
mm
mm
Bottom 28 milmm.71
_________________________________________________________________________________________________________________
1140 Route 22 East, Suite 109 Bridgewater, NJ 08807 908.725.3133 908.725.9677 Fax
July 21, 2016
Mr. Grant Palmer
Agru America, Inc.
500 Garrison Rd
Georgetown, SC 29440
ORDER CONFIRMATION
Customer P.O. Number 010606
Product Type MDPE
Railcar Number PSPX 7009
Lot Number HGF821370
Ship Date 6/28/2016
Product Weight 171,300 lbs
PROPERTY RESULTS ASTM TEST METHOD
HLMI (190/21.6) 20 g/10 min D – 1238
Density 0.938 g/cm3 D – 1505
Sincerely,
Stephen Dazzo
Product:
MARLEX POLYETHYLENE K307 BULK
Lot Number: HGG710770 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.20 g/10mi
HLMI Flow Rate ASTM D1238 21 g/10mi
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 25 pel/g
Production Date 07/22/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 08/03/2016
Delivery #: 89304439
Page 1 of 1
PO #: 010631
Weight: 197900 LB
Ship Date: 08/03/2016
Package: BULK
Mode: Hopper Car
Car #: CHVX890104
Seal No: 50271
Shipped To:
Certificate of Analysis
Product:
MARLEX POLYETHYLENE K307 BULK
Lot Number: HGG710680 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.20 g/10mi
HLMI Flow Rate ASTM D1238 21 g/10mi
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 20 pel/g
Production Date 07/20/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 07/23/2016
Delivery #: 89299209
Page 1 of 1
PO #: 010540
Weight: 203100 LB
Ship Date: 07/23/2016
Package: BULK
Mode: Hopper Car
Car #: NAHX620143
Seal No: 67442
Shipped To:
Certificate of Analysis
Product:
MARLEX POLYETHYLENE K307 BULK
Lot Number: HGG710930 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.28 g/10mi
HLMI Flow Rate ASTM D1238 23 g/10mi
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 27 pel/g
Production Date 07/26/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 08/06/2016
Delivery #: 89307096
Page 1 of 1
PO #: 010631
Weight: 190300 LB
Ship Date: 08/06/2016
Package: BULK
Mode: Hopper Car
Car #: CHVX896626
Seal No: 50619
Shipped To:
Certificate of Analysis
Product:
MARLEX POLYETHYLENE K307 BULK
Lot Number: HGG710890 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.23 g/10mi
HLMI Flow Rate ASTM D1238 20 g/10mi
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 26 pel/g
Production Date 07/25/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 08/05/2016
Delivery #: 89306444
Page 1 of 1
PO #: 010631
Weight: 199900 LB
Ship Date: 08/05/2016
Package: BULK
Mode: Hopper Car
Car #: CEFX053895
Seal No: 50434
Shipped To:
Certificate of Analysis

June 17, 2015
Grant Palmer
Agru America
500 Garrison Road
Georgetown, SC 29440

Dear Grant:

This letter is to report the final results of oven-aging and UV-aging tests (according to GRI-GM13 and
GRI-GM17) on Agru America black sheet samples that you provided to us recently. These tests were
performed by CPChem’s Materials Evaluation Laboratory in Bartlesville, OK. The tests were completed
June 2015.

The GRI-GM13 (HDPE) and GRI-GM17 (LLDPE) durability tests were done according to the following
procedures.

Test Exposure Method
HP-OIT 150 °C, 500 psi oxygen D5885
Oven Aging 90 days, 85 °C D5721
UV Aging 1600 UV hrs (Conditions were 20 hours UVA-340 at 75 °C followed by 4 hrs
dark with condensation at 60 °C. Irradiance was 0.72 W/m2 at 340 nm.)
D7238

Oven-Aging Results

Sample Initial HP-
OIT (min)
HP-OIT Value
after Oven Aging
90 Days (min)
% HP-OIT
Retained after
Oven Aging 90
Days
GRI-GM13 and
GRI-GM17% Retained
Requirement
(Oven Aging 90 Days)
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

883

83

80
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

422

82

60

Yingying Lu, Ph.D., Geomembrane Technical Service & Applications Development
Highways 60 & 123, Bartlesville Research and Technology Center, Room 149 PTC
Bartlesville, OK 74003
918-977-6894 [e-mail] Fax: [phone]  www.cpchem.com

YL 06/17/15
Page 2
UV-Aging Results

Sample
Initial HP-
OIT (min)
HP-OIT Value after
UV Aging (min)
% HP-OIT
Retained
GRI-GM13 and GRI-
GM17 % Retained
Requirement
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

930

87

50
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

351

69

35

According to these test results, the durability requirements are met.

If you have any questions, please call me at 918-977-6894.

Sincerely,
Yingying Lu, Ph. D.
Polyethylene Technical Service and Applications Development

Any technical advice, recommendations, results, or analysis ("Information") contained herein, including, without limitation,
Information as it may relate to the selection of a specific product ("Product") for your use and application, is given without warranty
or guarantee and is accepted at your sole risk. It is imperative that you test the Information (and Product, if applicable) to
determine to your own satisfaction whether the Information (and Product, if applicable) are suitable for your intended use and
application. You expressly assume, and release Chevron Phillips Chemical Company, from all risk and liability, whether
based in contract, tort or otherwise, in connection with the use of, or results obtained from, such Information (and
Product, if applicable).

TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Project: Geomembrane Testing
Material:Agru 60 mil Smooth HDPE Geomembrane
Sample Identification: Formosa - HDPE , Resin DF3721A
TRI Log #: E2339-36-07 April 19, 2010
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
UV Resistance (GRI GM 13)
The resistance to degradation due to exposure to ultraviolet light and moisture was determined in
accordance with GRI-GM11, Accelerated Weathering of Geomembranes Using a Fluorescent UVA
Device. This standard covers the basic principles for using the QUV apparatus to accelerate the
weathering of geomembranes using UVA bulbs and condensation. To comply with Specification
GRI GM13, the sample was exposed to 1600 hours of UV exposure composed of 80 cycles of UA at 75 C
for 20 hours followed by condensation at 60 C for 4 hours. The High Pressure Oxidative Induction Time
(HPOIT) was evaluated before and after the exposure and results were as follows.
PERCENT
RETAINED
HPOIT (minutes) - Baseline 1201 1201
HPOIT (minutes) - After QUV Aging 1010 1010 84
Note: No surface cracking was observed.
Oven Aging (ASTM D 5721)
The geomembrane was exposed to 90 days of elevated temperature exposure in an air oven maintained
at 85°C ± 0.5°C in accordance with ASTM D 5721-95, Standard Practice for Air-Oven Aging of Polyolefin
Geomembranes. Oxidative Induction Time (OIT) was tested for after exposure and compared to values
generated for unexposed material. The results are provided below.
PERCENT
HPOIT (minutes) - Baseline 1201 1201
HPOIT (minutes) - After QUV Aging 1114 1114 93
Note: No surface cracking was observed.
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 5
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
Test Conditions Temp:

(At Notching) Humidity:
Comments: ALL 5 SPECIMENS HAVE
PASSED 300 HOURS WITH NO BREAKS.
ONGOING TO 500 HOURS.
Tested By: DF
302,630Strength @ yield for this roll : __________ psi % of yield tested : __________ %
0.0600Nominal Thickness (in):
77CF =______g
71
Station used:______
LOAD =
REF # :________
SP NOTCHED CONSTANT TENSILE LOAD ASTM D 5397
APPENDIX A
LOT # :______________ MATERIAL :__________________
LINER TYPE :________________ROLL # :____________
DATE :_____________
FORMULA FOR APPLIED LOAD :Load = (str@yld x %test x ( 80% of nom. thickness ) x width) - CF
MAwhere :
str@yld = Tensile strength @ yield (Weakest Direction) from ASTM D-6693 in psi
thickness = Thickness of sample at notch point in inches
width = Width of sample in inches (.125" constant)
Therefore, for each sample, load = (str@yld x nom. thickness x .0300*----->([%TEST] x .8 x .125))-CF/MA
LOAD = _______ x _______ x formula
PASS @ _____ HRS
PASS / FAIL ? Failure at
LOAD = str@yld x nominal thickness x formula
* This number may change due to customer specifications. Formula will be changed also.
16G1121 HDPE 8/19/16
G16F002867 60 HDPE MICRO 4340
2,630
300
PASS 300
Checked By: GP
MA = Mechanical Advantage Used (1:1, 3:1, 4:1, or 5:1)
CF = Correction Factor for MA Stations is 77g (weight of arm with empty holder attached to other end)
414 g
52
NCTL.FRMREV 02
2/11/10
5Mechanical Advantage Used:_________
0.060
Specimen
Thickness (in)
#1
#2
#3
#4
#5
0.0550
0.0550
0.0550
0.0550
0.0550
Notch
Depth (in)
#1
#2
#3
#4
#5
0.0070
0.0070
0.0070
0.0070
0.0070
PASS 300
PASS 300
PASS 300
PASS 300
hours
hours
hours
hours
hours
#6 0.0550 #6 0.0070 178 microns=
Test Conditions Temp:

(At Notching) Humidity:
Comments: ALL 5 SPECIMENS HAVE
PASSED 300 HOURS WITH NO BREAKS.
ONGOING TO 500 HOURS.
Tested By: DF
302,668Strength @ yield for this roll : __________ psi % of yield tested : __________ %
0.0800Nominal Thickness (in):
77CF =______g
71
Station used:______
LOAD =
REF # :________
SP NOTCHED CONSTANT TENSILE LOAD ASTM D 5397
APPENDIX A
LOT # :______________ MATERIAL :__________________
LINER TYPE :________________ROLL # :____________
DATE :_____________
FORMULA FOR APPLIED LOAD :Load = (str@yld x %test x ( 80% of nom. thickness ) x width) - CF
MAwhere :
str@yld = Tensile strength @ yield (Weakest Direction) from ASTM D-6693 in psi
thickness = Thickness of sample at notch point in inches
width = Width of sample in inches (.125" constant)
Therefore, for each sample, load = (str@yld x nom. thickness x .0300*----->([%TEST] x .8 x .125))-CF/MA
LOAD = _______ x _______ x formula
PASS @ _____ HRS
PASS / FAIL ? Failure at
LOAD = str@yld x nominal thickness x formula
* This number may change due to customer specifications. Formula will be changed also.
16G1122 HDPE 8/18/16
G16D002271 80 HDPE SMOOTH 4333
2,668
300
PASS 300
Checked By: GP
MA = Mechanical Advantage Used (1:1, 3:1, 4:1, or 5:1)
CF = Correction Factor for MA Stations is 77g (weight of arm with empty holder attached to other end)
565 g
52
NCTL.FRMREV 02
2/11/10
5Mechanical Advantage Used:_________
0.080
Specimen
Thickness (in)
#1
#2
#3
#4
#5
0.0715
0.0715
0.0715
0.0715
0.0715
Notch
Depth (in)
#1
#2
#3
#4
#5
0.0075
0.0075
0.0075
0.0075
0.0075
PASS 300
PASS 300
PASS 300
PASS 300
hours
hours
hours
hours
hours
#6 0.0715 #6 0.0075 190 microns=
Test Conditions Temp:
(At Notching) Humidity:
Comments: ALL 5 SPECIMENS HAVE
PASSED 300 HOURS WITH NO BREAKS.
ONGOING TO 500 HOURS.
Tested By: DF
302,741Strength @ yield for this roll : __________ psi % of yield tested : __________ %
0.0400Nominal Thickness (in):
77CF =______g
71
Station used:______
LOAD =
REF # :________
SP NOTCHED CONSTANT TENSILE LOAD ASTM D 5397
APPENDIX A
LOT # :______________ MATERIAL :__________________
LINER TYPE :________________ROLL # :____________
DATE :_____________
FORMULA FOR APPLIED LOAD :Load = (str@yld x %test x ( 80% of nom. thickness ) x width) - CF
MAwhere :
str@yld = Tensile strength @ yield (Weakest Direction) from ASTM D-6693 in psi
thickness = Thickness of sample at notch point in inches
width = Width of sample in inches (.125" constant)
Therefore, for each sample, load = (str@yld x nom. thickness x .0300*----->([%TEST] x .8 x .125))-CF/MA
LOAD = _______ x _______ x formula
PASS @ _____ HRS
PASS / FAIL ? Failure at
LOAD = str@yld x nominal thickness x formula
* This number may change due to customer specifications. Formula will be changed also.
16G1129 HDPE 8/18/16
G16D002303 40 HDPE MICRO 4336
2,741
300
PASS 300
Checked By: GP
MA = Mechanical Advantage Used (1:1, 3:1, 4:1, or 5:1)
CF = Correction Factor for MA Stations is 77g (weight of arm with empty holder attached to other end)
283 g
52
NCTL.FRMREV 02
2/11/10
5Mechanical Advantage Used:_________
0.040
Specimen
Thickness (in)
#1
#2
#3
#4
#5
0.0375
0.0385
0.0375
0.0385
0.0375
Notch
Depth (in)
#1
#2
#3
#4
#5
0.0055
0.0065
0.0055
0.0065
0.0055
PASS 300
PASS 300
PASS 300
PASS 300
hours
hours
hours
hours
hours
#6 0.0379 #6 0.0059 150 microns=

June 17, 2015
Grant Palmer
Agru America
500 Garrison Road
Georgetown, SC 29440

Dear Grant:

This letter is to report the final results of oven-aging and UV-aging tests (according to GRI-GM13 and
GRI-GM17) on Agru America black sheet samples that you provided to us recently. These tests were
performed by CPChem’s Materials Evaluation Laboratory in Bartlesville, OK. The tests were completed
June 2015.

The GRI-GM13 (HDPE) and GRI-GM17 (LLDPE) durability tests were done according to the following
procedures.

Test Exposure Method
HP-OIT 150 °C, 500 psi oxygen D5885
Oven Aging 90 days, 85 °C D5721
UV Aging 1600 UV hrs (Conditions were 20 hours UVA-340 at 75 °C followed by 4 hrs
dark with condensation at 60 °C. Irradiance was 0.72 W/m2 at 340 nm.)
D7238

Oven-Aging Results

Sample Initial HP-
OIT (min)
HP-OIT Value
after Oven Aging
90 Days (min)
% HP-OIT
Retained after
Oven Aging 90
Days
GRI-GM13 and
GRI-GM17% Retained
Requirement
(Oven Aging 90 Days)
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

883

83

80
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

422

82

60

Yingying Lu, Ph.D., Geomembrane Technical Service & Applications Development
Highways 60 & 123, Bartlesville Research and Technology Center, Room 149 PTC
Bartlesville, OK 74003
918-977-6894 [e-mail] Fax: [phone]  www.cpchem.com

YL 06/17/15
Page 2
UV-Aging Results

Sample
Initial HP-
OIT (min)
HP-OIT Value after
UV Aging (min)
% HP-OIT
Retained
GRI-GM13 and GRI-
GM17 % Retained
Requirement
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

930

87

50
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

351

69

35

According to these test results, the durability requirements are met.

If you have any questions, please call me at 918-977-6894.

Sincerely,
Yingying Lu, Ph. D.
Polyethylene Technical Service and Applications Development

Any technical advice, recommendations, results, or analysis ("Information") contained herein, including, without limitation,
Information as it may relate to the selection of a specific product ("Product") for your use and application, is given without warranty
or guarantee and is accepted at your sole risk. It is imperative that you test the Information (and Product, if applicable) to
determine to your own satisfaction whether the Information (and Product, if applicable) are suitable for your intended use and
application. You expressly assume, and release Chevron Phillips Chemical Company, from all risk and liability, whether
based in contract, tort or otherwise, in connection with the use of, or results obtained from, such Information (and
Product, if applicable).

Test Conditions Temp:
(At Notching) Humidity:
Comments: ALL 5 SPECIMENS HAVE
PASSED 300HOURS WITH NO BREAKS.
ONGOING TO 500 HOURS.
Tested By: DF
302,358Strength @ yield for this roll : __________ psi % of yield tested : __________ %
0.0600Nominal Thickness (in):
77CF =______g
71
Station used:______
LOAD =
REF # :________
SP NOTCHED CONSTANT TENSILE LOAD ASTM D 5397
APPENDIX A
LOT # :______________ MATERIAL :__________________
LINER TYPE :________________ROLL # :____________
DATE :_____________
FORMULA FOR APPLIED LOAD :Load = (str@yld x %test x ( 80% of nom. thickness ) x width) - CF
MAwhere :
str@yld = Tensile strength @ yield (Weakest Direction) from ASTM D-6693 in psi
thickness = Thickness of sample at notch point in inches
width = Width of sample in inches (.125" constant)
Therefore, for each sample, load = (str@yld x nom. thickness x .0300*----->([%TEST] x .8 x .125))-CF/MA
LOAD = _______ x _______ x formula
PASS @ _____ HRS
PASS / FAIL ? Failure at
LOAD = str@yld x nominal thickness x formula
* This number may change due to customer specifications. Formula will be changed also.
HGF821370 HDPE 8/19/16
G16D002343 60 HDPE MICRO 4339
2,358
300
PASS 300
Checked By: GP
MA = Mechanical Advantage Used (1:1, 3:1, 4:1, or 5:1)
CF = Correction Factor for MA Stations is 77g (weight of arm with empty holder attached to other end)
370 g
52
NCTL.FRMREV 02
2/11/10
5Mechanical Advantage Used:_________
0.060
Specimen
Thickness (in)
#1
#2
#3
#4
#5
0.0575
0.0560
0.0560
0.0565
0.0565
Notch
Depth (in)
#1
#2
#3
#4
#5
0.0095
0.0080
0.0080
0.0085
0.0085
PASS 300
PASS 300
PASS 300
PASS 300
hours
hours
hours
hours
hours
#6 0.0565 #6 0.0085 216 microns=
Test Conditions Temp:
(At Notching) Humidity:
Comments: ALL 5 SPECIMENS HAVE
PASSED 300 HOURS WITH NO BREAKS.
ONGOING TO 500 HOURS.
Tested By: DF
302,259Strength @ yield for this roll : __________ psi % of yield tested : __________ %
0.0600Nominal Thickness (in):
77CF =______g
71
Station used:______
LOAD =
REF # :________
SP NOTCHED CONSTANT TENSILE LOAD ASTM D 5397
APPENDIX A
LOT # :______________ MATERIAL :__________________
LINER TYPE :________________ROLL # :____________
DATE :_____________
FORMULA FOR APPLIED LOAD :Load = (str@yld x %test x ( 80% of nom. thickness ) x width) - CF
MAwhere :
str@yld = Tensile strength @ yield (Weakest Direction) from ASTM D-6693 in psi
thickness = Thickness of sample at notch point in inches
width = Width of sample in inches (.125" constant)
Therefore, for each sample, load = (str@yld x nom. thickness x .0300*----->([%TEST] x .8 x .125))-CF/MA
LOAD = _______ x _______ x formula
PASS @ _____ HRS
PASS / FAIL ? Failure at
LOAD = str@yld x nominal thickness x formula
* This number may change due to customer specifications. Formula will be changed also.
HGG710580 HDPE 8/18/16
G16C001818 60 HDPE B/W MICRO 4337
2,259
300
PASS 300
Checked By: GP
MA = Mechanical Advantage Used (1:1, 3:1, 4:1, or 5:1)
CF = Correction Factor for MA Stations is 77g (weight of arm with empty holder attached to other end)
353 g
52
NCTL.FRMREV 02
2/11/10
5Mechanical Advantage Used:_________
0.060
Specimen
Thickness (in)
#1
#2
#3
#4
#5
0.0555
0.0555
0.0555
0.0555
0.0555
Notch
Depth (in)
#1
#2
#3
#4
#5
0.0075
0.0075
0.0075
0.0075
0.0075
PASS 300
PASS 300
PASS 300
PASS 300
hours
hours
hours
hours
hours
#6 0.0555 #6 0.0075 191 microns=
Test Conditions Temp:

(At Notching) Humidity:
Comments: ALL 5 SPECIMENS HAVE
PASSED 300 HOURS WITH NO BREAKS.
ONGOING TO 500 HOURS.
Tested By: DF
302,759Strength @ yield for this roll : __________ psi % of yield tested : __________ %
0.0600Nominal Thickness (in):
77CF =______g
71
Station used:______
LOAD =
REF # :________
SP NOTCHED CONSTANT TENSILE LOAD ASTM D 5397
APPENDIX A
LOT # :______________ MATERIAL :__________________
LINER TYPE :________________ROLL # :____________
DATE :_____________
FORMULA FOR APPLIED LOAD :Load = (str@yld x %test x ( 80% of nom. thickness ) x width) - CF
MAwhere :
str@yld = Tensile strength @ yield (Weakest Direction) from ASTM D-6693 in psi
thickness = Thickness of sample at notch point in inches
width = Width of sample in inches (.125" constant)
Therefore, for each sample, load = (str@yld x nom. thickness x .0300*----->([%TEST] x .8 x .125))-CF/MA
LOAD = _______ x _______ x formula
PASS @ _____ HRS
PASS / FAIL ? Failure at
LOAD = str@yld x nominal thickness x formula
* This number may change due to customer specifications. Formula will be changed also.
HGG710680 HDPE 8/19/16
G16D002373 60 HDPE SMOOTH 4341
2,759
300
PASS 300
Checked By: GP
MA = Mechanical Advantage Used (1:1, 3:1, 4:1, or 5:1)
CF = Correction Factor for MA Stations is 77g (weight of arm with empty holder attached to other end)
435 g
52
NCTL.FRMREV 02
2/11/10
5Mechanical Advantage Used:_________
0.060
Specimen
Thickness (in)
#1
#2
#3
#4
#5
0.0500
0.0500
0.0500
0.0500
0.0500
Notch
Depth (in)
#1
#2
#3
#4
#5
0.0020
0.0020
0.0020
0.0020
0.0020
PASS 300
PASS 300
PASS 300
PASS 300
hours
hours
hours
hours
hours
#6 0.0500 #6 0.0020 51 microns=
Product:
MARLEX POLYETHYLENE K307 BULK
Lot Number: HGG710680 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.20 g/10mi
HLMI Flow Rate ASTM D1238 21 g/10mi
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 20 pel/g
Production Date 07/20/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 07/23/2016
Delivery #: 89299209
Page 1 of 1
PO #: 010540
Weight: 203100 LB
Ship Date: 07/23/2016
Package: BULK
Mode: Hopper Car
Car #: NAHX620143
Seal No: 67442
Shipped To:
Certificate of Analysis
Test Conditions Temp:

(At Notching) Humidity:
Comments: ALL 5 SPECIMENS HAVE
PASSED 300 HOURS WITH NO BREAKS.
ONGOING TO 500 HOURS.
Tested By: DF
302,495Strength @ yield for this roll : __________ psi % of yield tested : __________ %
0.0500Nominal Thickness (in):
77CF =______g
71
Station used:______
LOAD =
REF # :________
SP NOTCHED CONSTANT TENSILE LOAD ASTM D 5397
APPENDIX A
LOT # :______________ MATERIAL :__________________
LINER TYPE :________________ROLL # :____________
DATE :_____________
FORMULA FOR APPLIED LOAD :Load = (str@yld x %test x ( 80% of nom. thickness ) x width) - CF
MAwhere :
str@yld = Tensile strength @ yield (Weakest Direction) from ASTM D-6693 in psi
thickness = Thickness of sample at notch point in inches
width = Width of sample in inches (.125" constant)
Therefore, for each sample, load = (str@yld x nom. thickness x .0300*----->([%TEST] x .8 x .125))-CF/MA
LOAD = _______ x _______ x formula
PASS @ _____ HRS
PASS / FAIL ? Failure at
LOAD = str@yld x nominal thickness x formula
* This number may change due to customer specifications. Formula will be changed also.
HGG710770 HDPE 8/22/16
G16A002786 50 HD SUPERGRIP 4345
2,495
300
PASS 300
Checked By: GP
MA = Mechanical Advantage Used (1:1, 3:1, 4:1, or 5:1)
CF = Correction Factor for MA Stations is 77g (weight of arm with empty holder attached to other end)
324 g
52
NCTL.FRMREV 02
2/11/10
5Mechanical Advantage Used:_________
0.050
Specimen
Thickness (in)
#1
#2
#3
#4
#5
0.0585
0.0585
0.0590
0.0590
0.0585
Notch
Depth (in)
#1
#2
#3
#4
#5
0.0185
0.0185
0.0190
0.0190
0.0185
PASS 300
PASS 300
PASS 300
PASS 300
hours
hours
hours
hours
hours
#6 0.0587 #6 0.0187 475 microns=
Product:
MARLEX POLYETHYLENE K307 BULK
Lot Number: HGG710770 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.20 g/10mi
HLMI Flow Rate ASTM D1238 21 g/10mi
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 25 pel/g
Production Date 07/22/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 08/03/2016
Delivery #: 89304439
Page 1 of 1
PO #: 010631
Weight: 197900 LB
Ship Date: 08/03/2016
Package: BULK
Mode: Hopper Car
Car #: CHVX890104
Seal No: 50271
Shipped To:
Certificate of Analysis
Test Conditions Temp:

(At Notching) Humidity:
Comments: ALL 5 SPECIMENS HAVE
PASSED 300 HOURS WITH NO BREAKS.
ONGOING TO 500 HOURS.
Tested By: DF
302,293Strength @ yield for this roll : __________ psi % of yield tested : __________ %
0.0600Nominal Thickness (in):
77CF =______g
71
Station used:______
LOAD =
REF # :________
SP NOTCHED CONSTANT TENSILE LOAD ASTM D 5397
APPENDIX A
LOT # :______________ MATERIAL :__________________
LINER TYPE :________________ROLL # :____________
DATE :_____________
FORMULA FOR APPLIED LOAD :Load = (str@yld x %test x ( 80% of nom. thickness ) x width) - CF
MAwhere :
str@yld = Tensile strength @ yield (Weakest Direction) from ASTM D-6693 in psi
thickness = Thickness of sample at notch point in inches
width = Width of sample in inches (.125" constant)
Therefore, for each sample, load = (str@yld x nom. thickness x .0300*----->([%TEST] x .8 x .125))-CF/MA
LOAD = _______ x _______ x formula
PASS @ _____ HRS
PASS / FAIL ? Failure at
LOAD = str@yld x nominal thickness x formula
* This number may change due to customer specifications. Formula will be changed also.
HGG710890 HDPE 8/19/16
G16B003152 60 HDPE MICRO 4349
2,293
300
PASS 300
Checked By: GP
MA = Mechanical Advantage Used (1:1, 3:1, 4:1, or 5:1)
CF = Correction Factor for MA Stations is 77g (weight of arm with empty holder attached to other end)
359 g
52
NCTL.FRMREV 02
2/11/10
5Mechanical Advantage Used:_________
0.060
Specimen
Thickness (in)
#1
#2
#3
#4
#5
0.0550
0.0555
0.0550
0.0555
0.0550
Notch
Depth (in)
#1
#2
#3
#4
#5
0.0070
0.0075
0.0070
0.0075
0.0070
PASS 300
PASS 300
PASS 300
PASS 300
hours
hours
hours
hours
hours
#6 0.0552 #6 0.0072 183 microns=
Product:
MARLEX POLYETHYLENE K307 BULK
Lot Number: HGG710890 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.23 g/10mi
HLMI Flow Rate ASTM D1238 20 g/10mi
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 26 pel/g
Production Date 07/25/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 08/05/2016
Delivery #: 89306444
Page 1 of 1
PO #: 010631
Weight: 199900 LB
Ship Date: 08/05/2016
Package: BULK
Mode: Hopper Car
Car #: CEFX053895
Seal No: 50434
Shipped To:
Certificate of Analysis
Test Conditions Temp:

(At Notching) Humidity:
Comments: ALL 5 SPECIMENS HAVE
PASSED 300 HOURS WITH NO BREAKS.
ONGOING TO 500 HOURS.
Tested By: DF
303,765Strength @ yield for this roll : __________ psi % of yield tested : __________ %
0.0600Nominal Thickness (in):
77CF =______g
71
Station used:______
LOAD =
REF # :________
SP NOTCHED CONSTANT TENSILE LOAD ASTM D 5397
APPENDIX A
LOT # :______________ MATERIAL :__________________
LINER TYPE :________________ROLL # :____________
DATE :_____________
FORMULA FOR APPLIED LOAD :Load = (str@yld x %test x ( 80% of nom. thickness ) x width) - CF
MAwhere :
str@yld = Tensile strength @ yield (Weakest Direction) from ASTM D-6693 in psi
thickness = Thickness of sample at notch point in inches
width = Width of sample in inches (.125" constant)
Therefore, for each sample, load = (str@yld x nom. thickness x .0300*----->([%TEST] x .8 x .125))-CF/MA
LOAD = _______ x _______ x formula
PASS @ _____ HRS
PASS / FAIL ? Failure at
LOAD = str@yld x nominal thickness x formula
* This number may change due to customer specifications. Formula will be changed also.
HGG710930 HDPE 8/19/16
G16D002469 60 HD SMOOTH 4351
3,765
300
PASS 300
Checked By: GP
MA = Mechanical Advantage Used (1:1, 3:1, 4:1, or 5:1)
CF = Correction Factor for MA Stations is 77g (weight of arm with empty holder attached to other end)
599 g
52
NCTL.FRMREV 02
2/11/10
5Mechanical Advantage Used:_________
0.060
Specimen
Thickness (in)
#1
#2
#3
#4
#5
0.0530
0.0530
0.0530
0.0535
0.0535
Notch
Depth (in)
#1
#2
#3
#4
#5
0.0050
0.0050
0.0050
0.0055
0.0055
PASS 300
PASS 300
PASS 300
PASS 300
hours
hours
hours
hours
hours
#6 0.0532 #6 0.0052 132 microns=
Product:
MARLEX POLYETHYLENE K307 BULK
Lot Number: HGG710930 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.28 g/10mi
HLMI Flow Rate ASTM D1238 23 g/10mi
Density D1505 or D4883 0.937 g/cm3
Pellet Count P02.08.03 27 pel/g
Production Date 07/26/2016____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
Troy Griffin
Quality Systems Coordinator
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 08/06/2016
Delivery #: 89307096
Page 1 of 1
PO #: 010631
Weight: 190300 LB
Ship Date: 08/06/2016
Package: BULK
Mode: Hopper Car
Car #: CHVX896626
Seal No: 50619
Shipped To:
Certificate of Analysis
Appendix C-2
CQA Conformance Testing Results
Mail To:Bill To:
John Workman <= Same
Waste Management, Inc
email: [e-mail]
cc email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project:Great Oak Landfill
TRI Job Reference Number:23069
Material(s) Tested:One, Agru 60 mil MicroSpike HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
August 12, 2016
Page 1 of 2
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16D002328
TRI Log #: 23069
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)63 67 64 62 62 70 61 68 64 61 64 3
61 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 29 30 32 32 21 32 35 35 32 33 31 4
Asperity Height (mils) - Side B 27 27 29 25 21 24 24 23 23 22 24 3
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.945 0.945 0.945 0.945 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.43 2.46 2.45 0.02
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)151 160 163 177 155 161 10
TD Yield Strength (ppi)183 175 165 163 158 169 10
MD Break Strength (ppi)222 223 232 252 204 227 17
TD Break Strength (ppi)212 210 200 212 200 207 6
MD Yield Elongation (%)26 22 21 22 21 22 2
TD Yield Elongation (%)17 16 16 15 15 16 1
MD Break Elongation (%)464 477 486 478 458 473 11
TD Break Elongation (%)585 607 594 643 621 610 23
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)138 138 144 136 137 139 3
MD Machine Direction TD Transverse Direction
Page 2 of 2
Mail To:Bill To:
John Workman <= Same
Waste Management, Inc
email: [e-mail]
cc email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project:Great Oak Landfill
TRI Job Reference Number:23158
Material(s) Tested:Four, Agru 60 mil MicroSpike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
August 16, 2016
Page 1 of 5
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16D002336
TRI Log #: 23158
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)70 64 70 61 64 63 67 67 61 63 65 3
61 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 35 36 33 27 30 33 30 33 23 27 31 4
Asperity Height (mils) - Side B 33 32 25 24 24 23 20 20 20 22 24 5
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.944 0.944 0.944 0.944 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.35 2.37 2.36 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)162 161 148 177 151 160 11
TD Yield Strength (ppi)143 153 181 170 171 164 15
MD Break Strength (ppi)235 211 169 272 175 212 43
TD Break Strength (ppi)169 181 174 206 205 187 17
MD Yield Elongation (%)27 23 21 25 21 23 3
TD Yield Elongation (%)21 20 18 17 19 19 2
MD Break Elongation (%)512 444 502 528 496 496 32
TD Break Elongation (%)537 552 471 603 586 550 51
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)151 149 148 142 142 146 4
MD Machine Direction TD Transverse Direction
Page 2 of 5
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16D002344
TRI Log #: 23158
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)68 62 67 69 62 62 63 62 60 62 64 3
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 30 34 32 31 29 27 34 36 34 34 32 3
Asperity Height (mils) - Side B 20 21 22 21 26 23 26 26 23 25 23 2
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.945 0.945 0.945 0.945 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.39 2.40 2.40 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)152 161 151 165 174 161 10
TD Yield Strength (ppi)174 157 178 152 162 165 11
MD Break Strength (ppi)206 223 174 249 254 221 33
TD Break Strength (ppi)180 199 194 189 180 188 8
MD Yield Elongation (%)26 27 22 26 25 25 2
TD Yield Elongation (%)17 18 19 18 19 18 1
MD Break Elongation (%)486 446 464 466 534 479 34
TD Break Elongation (%)520 604 528 576 532 552 36
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)146 143 144 144 147 145 2
MD Machine Direction TD Transverse Direction
Page 3 of 5
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16D002352
TRI Log #: 23158
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)68 62 62 60 65 61 68 64 61 65 63 3
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 36 32 32 29 32 30 27 29 31 35 31 3
Asperity Height (mils) - Side B 26 24 26 31 25 24 23 22 23 22 24 3
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.41 2.46 2.44 0.04
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 2 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)163 168 161 154 166 162 5
TD Yield Strength (ppi)155 160 183 159 157 163 11
MD Break Strength (ppi)208 209 219 183 260 216 28
TD Break Strength (ppi)219 203 214 192 203 206 11
MD Yield Elongation (%)21 22 22 22 29 23 3
TD Yield Elongation (%)18 18 16 16 16 17 1
MD Break Elongation (%)518 534 465 486 481 497 28
TD Break Elongation (%)648 585 598 579 599 602 27
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)147 140 141 139 140 141 3
MD Machine Direction TD Transverse Direction
Page 4 of 5
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16D003029
TRI Log #: 23158
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)64 64 65 64 60 60 64 61 59 60 62 2
59 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 27 25 28 27 31 29 25 28 22 27 27 2
Asperity Height (mils) - Side B 27 29 25 27 29 28 29 28 30 29 28 1
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.946 0.946 0.946 0.946 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.43 2.46 2.45 0.02
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)159 147 172 155 145 156 11
TD Yield Strength (ppi)168 161 180 147 137 159 17
MD Break Strength (ppi)179 145 211 167 168 174 24
TD Break Strength (ppi)179 199 205 114 152 170 37
MD Yield Elongation (%)24 19 21 21 19 21 2
TD Yield Elongation (%)18 17 17 17 17 17 0
MD Break Elongation (%)410 415 455 444 486 442 31
TD Break Elongation (%)528 617 614 300 529 518 129
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)131 133 135 133 133 133 2
MD Machine Direction TD Transverse Direction
Page 5 of 5
Mail To:Bill To:
John Workman <= Same
Waste Management, Inc
email: [e-mail]
cc email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project:Great Oak Landfill
TRI Job Reference Number:23228
Material(s) Tested:Three, Agru 60 mil MicroSpike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
August 16, 2016
Page 1 of 4
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16D003037
TRI Log #: 23228
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)63 62 61 61 61 60 61 61 65 65 62 2
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 30 30 30 30 25 22 23 26 27 30 27 3
Asperity Height (mils) - Side B 30 30 29 29 29 30 30 29 29 28 29 1
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.947 0.947 0.947 0.947 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.41 2.43 2.42 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)138 153 165 150 169 155 12
TD Yield Strength (ppi)166 172 150 174 158 164 10
MD Break Strength (ppi)146 200 176 136 211 174 33
TD Break Strength (ppi)181 120 154 204 172 166 31
MD Yield Elongation (%)21 23 19 22 24 22 2
TD Yield Elongation (%)16 18 20 22 16 18 3
MD Break Elongation (%)431 495 518 354 428 445 64
TD Break Elongation (%)579 381 517 414 560 490 88
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)141 140 138 137 136 138 2
MD Machine Direction TD Transverse Direction
Page 2 of 4
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16D003048
TRI Log #: 23228
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)60 60 60 62 64 60 66 64 61 61 62 2
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 24 30 31 31 32 31 26 28 28 30 29 2
Asperity Height (mils) - Side B 30 29 31 26 30 30 31 29 29 28 29 1
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.49 2.44 2.47 0.04
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)156 143 160 145 159 153 8
TD Yield Strength (ppi)159 171 188 163 186 173 13
MD Break Strength (ppi)183 166 193 168 215 185 20
TD Break Strength (ppi)152 198 216 122 178 173 37
MD Yield Elongation (%)21 21 22 20 24 22 2
TD Yield Elongation (%)18 18 18 16 17 17 1
MD Break Elongation (%)500 471 427 451 432 456 30
TD Break Elongation (%)457 579 609 287 494 485 127
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)135 124 131 128 129 129 4
MD Machine Direction TD Transverse Direction
Page 3 of 4
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16D003056
TRI Log #: 23228
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)62 61 64 66 67 66 61 60 62 62 63 3
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 29 30 29 29 29 29 29 29 23 26 28 2
Asperity Height (mils) - Side B 30 29 29 29 29 30 29 30 29 28 29 1
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.944 0.944 0.944 0.944 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.45 2.39 2.42 0.04
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 2 2 2 2 1
Rating - 2nd field view 2 2 2 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)137 164 145 158 150 151 11
TD Yield Strength (ppi)167 144 148 150 171 156 12
MD Break Strength (ppi)176 205 188 233 183 197 23
TD Break Strength (ppi)185 172 176 203 192 186 12
MD Yield Elongation (%)21 22 21 23 19 21 1
TD Yield Elongation (%)17 19 17 17 16 17 1
MD Break Elongation (%)429 444 531 432 500 467 46
TD Break Elongation (%)559 552 599 626 562 580 32
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)133 128 131 134 129 131 2
MD Machine Direction TD Transverse Direction
Page 4 of 4
Mail To:Bill To:
John Workman <= Same
Waste Management, Inc
email: [e-mail]
cc email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project:Great Oak Landfill
TRI Job Reference Number:23337
Material(s) Tested:Two, Agru 60 mil MicroSpike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
August 19, 2016
Page 1 of 3
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16B003037
TRI Log #: 23337
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)64 62 62 61 67 66 60 62 69 62 63 3
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 26 27 26 27 28 26 26 25 29 30 27 1
Asperity Height (mils) - Side B 29 27 29 27 27 27 30 28 29 29 28 1
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.945 0.945 0.945 0.945 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.35 2.40 2.38 0.04
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)156 152 169 177 140 159 15
TD Yield Strength (ppi)193 161 164 152 201 174 21
MD Break Strength (ppi)142 172 200 224 163 180 32
TD Break Strength (ppi)162 113 179 162 162 156 25
MD Yield Elongation (%)24 21 23 23 23 23 1
TD Yield Elongation (%)18 18 20 18 18 18 1
MD Break Elongation (%)373 475 432 408 467 431 42
TD Break Elongation (%)465 152 550 539 437 429 162
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)126 130 125 128 123 127 3
MD Machine Direction TD Transverse Direction
Page 2 of 3
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16B003135
TRI Log #: 23337
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)63 62 61 62 61 63 63 62 67 65 63 2
61 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 25 26 31 29 24 24 32 29 33 30 28 3
Asperity Height (mils) - Side B 30 29 29 30 29 29 29 30 31 28 29 1
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.942 0.942 0.942 0.942 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.42 2.35 2.39 0.05
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)149 162 145 141 146 149 8
TD Yield Strength (ppi)151 150 170 146 140 151 11
MD Break Strength (ppi)181 185 193 163 166 178 13
TD Break Strength (ppi)166 200 199 165 166 179 19
MD Yield Elongation (%)22 22 23 21 22 22 1
TD Yield Elongation (%)17 20 19 18 20 19 1
MD Break Elongation (%)512 449 474 455 430 464 31
TD Break Elongation (%)529 602 575 485 536 545 45
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)133 136 138 132 132 134 3
MD Machine Direction TD Transverse Direction
Page 3 of 3
Mail To:Bill To:
John Workman <= Same
Waste Management, Inc
email: [e-mail]
cc email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project:Great Oak Landfill
TRI Job Reference Number:23376
Material(s) Tested:Two, Agru 60 mil MicroSpike HDPE Geomembrane(s)
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
August 22, 2016
Page 1 of 3
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16B003143
TRI Log #: 23376
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)61 61 64 61 65 66 64 64 62 61 63 2
61 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 29 29 30 27 29 29 31 28 30 30 29 1
Asperity Height (mils) - Side B 30 29 25 30 29 28 28 30 27 30 29 2
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.42 2.43 2.43 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)155 155 153 145 166 155 7
TD Yield Strength (ppi)155 172 169 152 159 161 9
MD Break Strength (ppi)185 182 186 191 182 185 4
TD Break Strength (ppi)183 221 215 174 199 198 20
MD Yield Elongation (%)22 21 20 22 21 21 1
TD Yield Elongation (%)19 17 18 16 18 18 1
MD Break Elongation (%)471 444 491 467 411 457 31
TD Break Elongation (%)559 611 603 543 585 580 29
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)140 130 131 132 127 132 5
MD Machine Direction TD Transverse Direction
Page 2 of 3
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16B003151
TRI Log #: 23376
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)66 63 64 63 60 60 60 61 61 61 62 2
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 20 23 29 29 34 31 31 29 31 29 29 4
Asperity Height (mils) - Side B 28 25 27 27 25 30 28 31 29 31 28 2
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.39 2.38 2.39 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)147 166 148 165 148 155 10
TD Yield Strength (ppi)150 152 163 177 168 162 11
MD Break Strength (ppi)196 201 163 236 188 197 26
TD Break Strength (ppi)486 537 596 558 623 560 53
MD Yield Elongation (%)22 23 20 23 22 22 1
TD Yield Elongation (%)19 17 18 17 17 18 1
MD Break Elongation (%)462 488 449 506 488 479 23
TD Break Elongation (%)486 537 596 558 623 560 53
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)133 125 132 128 125 129 4
Page 3 of 3
Mail To:Bill To:
John Workman <= Same
Waste Management, Inc
email: [e-mail]
cc email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project:Great Oak Landfill
TRI Job Reference Number:23497
Material(s) Tested:Three, Agru 60 mil MicroSpike HDPE Geomembrane
Test(s) Requested:Thickness (ASTM D 5994)
Asperity Height (ASTM D 7466)
Density (ASTM D 1505)
Carbon Black Content (ASTM D 4218)Carbon Dispersion (ASTM D 5596)Tensile Properties (ASTM D 6693)
Puncture Strength (ASTM D 4833)
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
August 24, 2016
Page 1 of 4
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16B003159
TRI Log #: 23497
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)62 63 65 64 69 69 61 61 63 65 64 3
61 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 29 29 31 32 31 30 36 34 31 26 31 3
Asperity Height (mils) - Side B 29 29 30 29 27 29 30 29 29 30 29 1
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.943 0.943 0.943 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.36 2.45 2.41 0.06
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)148 173 139 153 144 151 13
TD Yield Strength (ppi)155 147 155 179 140 155 15
MD Break Strength (ppi)213 250 186 185 186 204 28
TD Break Strength (ppi)198 181 179 207 175 188 14
MD Yield Elongation (%)23 23 23 22 23 23 0
TD Yield Elongation (%)18 16 18 18 17 17 1
MD Break Elongation (%)480 471 436 453 464 461 17
TD Break Elongation (%)596 587 534 545 569 566 27
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)141 143 136 135 133 138 4
MD Machine Direction TD Transverse Direction
Page 2 of 4
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16B003167
TRI Log #: 23497
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)65 68 63 61 66 67 68 67 61 60 65 3
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 33 31 32 33 29 28 30 31 33 30 31 2
Asperity Height (mils) - Side B 27 30 30 32 30 30 28 27 30 28 29 1
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.943 0.944 0.944 0.944 0.001
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.32 2.25 2.29 0.05
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)149 168 173 153 168 162 11
TD Yield Strength (ppi)177 154 159 172 171 167 10
MD Break Strength (ppi)197 197 196 188 208 197 7
TD Break Strength (ppi)186 192 169 189 208 189 14
MD Yield Elongation (%)22 22 21 23 23 22 1
TD Yield Elongation (%)18 17 18 19 17 18 1
MD Break Elongation (%)497 452 462 449 465 465 19
TD Break Elongation (%)532 601 511 526 602 554 44
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)144 139 140 138 134 139 4
MD Machine Direction TD Transverse Direction
Page 3 of 4
GEOMEMBRANE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Agru 60 mil MicroSpike HDPE Geomembrane
Sample Identification: G16B003175
TRI Log #: 23497
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5994)
Thickness (mils)62 61 61 67 66 69 68 66 60 65 64 3
60 << min
Asperity Height (ASTM D 7466)
Asperity Height (mils) - Side A 30 29 33 30 32 30 32 33 33 32 31 2
Asperity Height (mils) - Side B 29 29 32 29 32 30 31 30 31 33 30 1
Side A - Shiny Side Side B - Dull Side
Density (ASTM D 1505)
Density (g/cm3)0.944 0.944 0.944 0.944 0.000
Carbon Black Content (ASTM D 4218)
% Carbon Black 2.34 2.33 2.34 0.01
Carbon Black Dispersion (ASTM D 5596)
Rating - 1st field view 1 1 1 1 1
Rating - 2nd field view 1 1 1 1 1
Tensile Properties (ASTM D 6693, 2 ipm strain rate)
MD Yield Strength (ppi)149 142 163 150 163 153 9
TD Yield Strength (ppi)165 186 156 162 173 168 12
MD Break Strength (ppi)179 172 209 168 216 189 22
TD Break Strength (ppi)186 211 143 186 215 188 29
MD Yield Elongation (%)22 22 21 21 24 22 1
TD Yield Elongation (%)18 16 19 16 18 17 1
MD Break Elongation (%)435 479 466 425 488 459 27
TD Break Elongation (%)552 594 427 570 619 552 75
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs)131 130 129 127 130 130 2
MD Machine Direction TD Transverse Direction
Page 4 of 4
Appendix C-3
Destructive Seam Testing Results
Appendix C-4
Records and Logs
Appendix C-5
HDPE Geomembrane As-Built Record Drawings
Appendix D
Geocomposite Layer
Appendix D-1
MQC Certifications
Typical Roll Size: 14.5 ft X 170 ft
Ref. : WM Great Oak Landfill, NC
Customer P.O. # Product : TN 330-2-8
Test Method Unit Value Qualifier
% 95 Minimum
ASTM D 5199 mil 250 MAV6
ASTM D 4218 % 2.0 - 3.0 Range
ASTM D 7179 lbs/in 55 MAV
ASTM D 7361 N/A 1.1 MAV
ASTM D 6364 lb/ft2 25,000 MAV
ASTM D 12382 g/10 min 1.0 Maximum
ASTM D 1505 g/cm3 0.94 MAV
ASTM D 7005 lb/in 1.0 MAV
ASTM D 4716 m2/sec 1.2 x 10
-3 MAV
ASTM D 4716 m2/sec 2.5 x 10
-4 MAV
ASTM D 5261 oz/yd2 8.0 MARV5
ASTM D 4632 lbs 200 MARV
ASTM D 4632 % 50 MARV
ASTM D 4533 lbs 80 MARV
ASTM D 4833 lbs 110 MARV
ASTM D 4491 cm/sec 0.30 MARV
ASTM D 4751 US Sieve 80 MaxARV
ASTM D 4355 %/hrs 70/500 MARV
Notes:
1a.
1b.
2.
3.
4.
5.
6.
We hereby certify that the TN 330-2-8 drainage geocomposite, meets or exceeds the project requirements as
stated in the specifications. The properties listed in this section are:
Transmissivity1b
Geotextile3 & 4
August 30, 2016
Ply Adhesion
Grab Strength
Grab Elongation
Thickness
Trap Tear Strength
Density
Composite
Carbon Black
Tensile Strength
Melt Flow
Property
Transmissivity1a
Fabric Weight
Geonet3
Polymer Composition
Creep Reduction @ 15,000 psf
Compression Strength
Geotextile and Geonet properties are prior to lamination.
Geotextile data is provided by the supplier.
MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97.5% of all
the test data.
Rajesh Patel
Puncture Resistance
Condition 190/2.16
Waste Management
Rajesh Patel
QA Manager
UV Resistance
Permeability
AOS
Minium average value
Transmissivity measured using water at 21 +2 o C (70 +4 o F) with a gradient of 0.3 and a confining pressure of 810 psf
between soil & geomembrane after 100 hours.
Transmissivity measured using water at 21 +2 o C (70 +4 o F) with a gradient of 0.3 and a confining pressure of 14,370
psf between soil & geomembrane after 100 hours.
Sincerely,
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Ref. : WM Great Oak Landfill, NC
Customer P.O. # Product : TN 330-2-8
Test Method Unit Value Qualifier
ASTM D 5199 mil 250 MAV6
ASTM D 4218 % 2.0 - 3.0 Range
ASTM D 7179 lbs/in 55 MAV
ASTM D 12382 g/10 min 1.0 Maximum
ASTM D 1505 g/cm3 0.94 MAV
ASTM D 7005 lb/in 1.0 MAV
ASTM D 4716 m2/sec 1.2 x 10
-3 MAV
ASTM D 4716 m2/sec 2.5 x 10
-4 MAV
ASTM D 5261 oz/yd2 8.0 MARV5
ASTM D 4632 lbs 200 MARV
ASTM D 4632 % 50 MARV
ASTM D 4533 lbs 80 MARV
ASTM D 4833 lbs 110 MARV
ASTM D 4491 cm/sec 0.30 MARV
ASTM D 4751 US Sieve 80 MaxARV
ASTM D 4355 %/hrs 70/500 MARV
Notes:
1a.
1b.
2.
3.
4.
5.
6.
Waste Management
Rajesh Patel
QA Manager
UV Resistance
Permeability
AOS
Minium average value
Transmissivity measured using water at 21 +2 o C (70 +4 o F) with a gradient of 0.3 and a confining pressure of 810 psf
between soil & geomembrane after 100 hours.
Transmissivity measured using water at 21 +2 o C (70 +4 o F) with a gradient of 0.3 and a confining pressure of 14,370
psf between soil & geomembrane after 100 hours.
Sincerely,
Geotextile and Geonet properties are prior to lamination.
Geotextile data is provided by the supplier.
MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97.5% of all
the test data.
Rajesh Patel
Puncture Resistance
Condition 190/2.16
Melt Flow
Property
Transmissivity1a
Fabric Weight
Geonet3
Grab Elongation
Thickness
Trap Tear Strength
Density
Composite
Carbon Black
Tensile Strength
We hereby certify that the TN 330-2-8 drainage geocomposite, meets or exceeds the project requirements as
stated in the specifications. The properties listed in this section are:
Transmissivity1b
Geotextile3 & 4
August 9, 2016
Ply Adhesion
Grab Strength
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
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5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
5

2
.
2
7

1
2
7
71
2
2
1
0
1
0
0
3
6
2.
5
5

3
.
2
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
5

2
.
2
7

1
2
7
71
2
2
1
0
1
0
0
3
7
2.
5
5

3
.
2
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
5

2
.
2
7

1
2
7
71
2
2
1
0
1
0
0
3
8
2.
5
5

3
.
2
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
5

2
.
2
7

1
2
7
71
2
2
1
0
1
0
0
3
9
2.
5
5

3
.
2
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
5

2
.
2
7

1
2
7
71
2
2
1
0
1
0
0
4
0

2
.
9
5

3
.
1
3
1.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7

3
6
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
4
1
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
4
2
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
4
3
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
4
4
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
4
5
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
4
6
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
4
7
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
4
8
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
0
4
9
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
5
0
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
5
1
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
5
2
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
5
3
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
5
4
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
5
5
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
5
6
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
5
7
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
5
8
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
5
9
2.
9
5

3
.
1
3

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
7
36
0

2
.
6
6

1
3
4
71
2
2
1
0
1
0
0
6
0

2
.
8
0

2
.
3
2
1.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2

3
5
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
6
1
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
6
2
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
6
3
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
6
4
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
6
5
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
6
6
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
6
7
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
6
8
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
6
9
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
7
0
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
7
1
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
7
2
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
0
7
3
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
7
4
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
7
5
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
7
6
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
7
7
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
7
8
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
7
9
2.
8
0

2
.
3
2

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
2
35
3

2
.
7
7

1
3
2
71
2
2
1
0
1
0
0
8
0

2
.
4
6

3
.
8
4
1.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8

3
5
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
8
1
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
8
2
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
8
3
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
8
4
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
8
5
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
8
6
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
8
7
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
8
8
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
8
9
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
9
0
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
9
1
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
9
2
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
9
3
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
9
4
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
9
5
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
9
6
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
0
9
7
2.
4
6

3
.
8
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
9
8
2.
4
6

3
.
8
4

1
.
7

x

1
0
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CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
0
9
9
2.
4
6

3
.
8
4

1
.
7

x

1
0
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CP
C
X

8
0
5
1
5
5

0
.
9
5
2
8
35
8

2
.
4
8

1
2
9
71
2
2
1
0
1
0
1
0
0

3
.
3
5

3
.
0
9
1.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3

3
5
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
0
1
3.
3
5

3
.
0
9

1
.
7

x

1
0
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CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
0
2
3.
3
5

3
.
0
9

1
.
7

x

1
0
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CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
0
3
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
0
4
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
0
5
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
0
6
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
0
7
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
0
8
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
0
9
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
1
0
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
1
1
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
1
2
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
1
3
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
1
4
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
1
5
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
1
6
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
1
7
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
1
8
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
1
9
3.
3
5

3
.
0
9

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
3

2
.
6
7

1
3
3
71
2
2
1
0
1
0
1
2
0

3
.
0
7

2
.
8
0
1.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
0

3
6
1

2
.
6
9

1
3
7
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
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Ro
l
l

N
u
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Th
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c
k
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s
s

(m
i
l
s
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Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
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s
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(l
b
/
i
n
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W
e

h
e
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b
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c
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t
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f
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t
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f
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l
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t
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f
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t
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a
b
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p
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p
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L
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m
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(m
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c
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De
n
s
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(g
m
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c
c
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Ge
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L
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l
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d
u
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t
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P
a
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3
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m
a
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:

c
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k
a
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.
c
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Pr
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d
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Pr
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:
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A
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S
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d
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B
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s
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St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
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m
p
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s
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t
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T ra
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s
m
i
s
s
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v
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t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
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n

(l
b
/
i
n
)

W
e

h
e
r
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b
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c
e
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t
i
f
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t
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f
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l
l
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w
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t
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r
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f
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t
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a
b
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f
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c
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p
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p
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L
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m
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(m
2 /s
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De
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s
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t
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(g
m
/
c
c
)
Ge
o
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t
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G
r
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t

O
a
k

L
a
n
d
f
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l
l
,

N
C
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3
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1
3
0
71
2
2
1
0
1
0
1
6
5
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
6
6
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
6
7
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
6
8
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
1
6
9
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
7
0
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
7
1
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
7
2
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
7
3
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
7
4
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
7
5
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
7
6
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
7
7
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
7
8
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
7
9
3.
5
6

2
.
7
5

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
2
9
34
9

2
.
3
4

1
3
0
71
2
2
1
0
1
0
1
8
0

2
.
3
0

3
.
3
4
1.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3

3
5
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
8
1
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
8
2
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
8
3
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
8
4
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
8
5
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
8
6
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
8
7
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
8
8
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
8
9
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
9
0
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
9
1
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
9
2
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
1
9
3
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
9
4
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
9
5
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
9
6
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
9
7
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
9
8
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
1
9
9
2.
3
0

3
.
3
4

1
.
7

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
3
35
7

2
.
5
1

1
3
9
71
2
2
1
0
1
0
2
0
0

3
.
6
4

2
.
8
3
1.
6
1

x

1
0
⁻
³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5

3
5
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
0
1
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
0
2
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
0
3
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
0
4
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
0
5
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
0
6
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
0
7
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
⁻³
CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
0
8
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
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CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
0
9
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
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C
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8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
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1
0
1
0
2
1
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3.
6
4

2
.
8
3

1
.
6
1

x

1
0
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C
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8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
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1
0
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1
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3.
6
4

2
.
8
3

1
.
6
1

x

1
0
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CP
C
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8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
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1
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2
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
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C
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8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
6
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1
0
1
0
2
1
3
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6
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2
.
8
3

1
.
6
1

x

1
0
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C
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8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
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1
0
2
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4
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6
4

2
.
8
3

1
.
6
1

x

1
0
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CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
1
5
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
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CP
C
X

8
0
5
1
5
5

0
.
9
5
3
5
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
1
6
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1
0.
9
5
4
0
35
2

2
.
7
0

1
3
6
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
2
1
7
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
4
0
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
1
8
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
4
0
35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
1
9
3.
6
4

2
.
8
3

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
4
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35
2

2
.
7
0

1
3
6
71
2
2
1
0
1
0
2
2
0

3
.
8
4

3
.
4
4
1.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4

3
5
0

2
.
5
6

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3
8
71
2
2
1
0
1
0
2
2
1
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
2
2
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
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W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
2
3
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
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1
0
1
0
2
2
4
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
2
5
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
2
6
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
2
7
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
2
8
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
2
9
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
3
0
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
3
1
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
3
2
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
3
3
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
3
4
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
3
5
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
3
6
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
3
7
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
3
8
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
3
9
3.
8
4

3
.
4
4

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
4
35
0

2
.
5
6

1
3
8
71
2
2
1
0
1
0
2
4
0

3
.
6
0

3
.
7
7
1.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1

3
5
4

2
.
3
8

1
3
1
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
2
4
1
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
1
71
2
2
1
0
1
0
2
4
2
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
1
71
2
2
1
0
1
0
2
4
3
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
1
71
2
2
1
0
1
0
2
4
4
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
1
71
2
2
1
0
1
0
2
4
5
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
1
71
2
2
1
0
1
0
2
4
6
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
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71
2
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1
0
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4
7
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
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DO
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0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
1
71
2
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1
0
1
0
2
4
8
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6
0

3
.
7
7

1
.
6
1

x

1
0
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DO
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0
6
2
1
1
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0
.
9
5
3
1
35
4

2
.
3
8

1
3
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71
2
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1
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1
0
2
4
9
3.
6
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3
.
7
7

1
.
6
1

x

1
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0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
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2
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1
0
2
5
0
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6
0

3
.
7
7

1
.
6
1

x

1
0
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DO
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6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
1
71
2
2
1
0
1
0
2
5
1
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
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0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
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71
2
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1
0
2
5
2
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6
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3
.
7
7

1
.
6
1

x

1
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0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
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71
2
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1
0
2
5
3
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
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DO
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0
6
2
1
1
1

0
.
9
5
3
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35
4

2
.
3
8

1
3
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71
2
2
1
0
1
0
2
5
4
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
1
71
2
2
1
0
1
0
2
5
5
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
1
71
2
2
1
0
1
0
2
5
6
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
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71
2
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1
0
1
0
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7
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
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DO
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0
6
2
1
1
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0
.
9
5
3
1
35
4

2
.
3
8

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3
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71
2
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0
1
0
2
5
8
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
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DO
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0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
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71
2
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1
0
2
5
9
3.
6
0

3
.
7
7

1
.
6
1

x

1
0
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DO
W
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0
6
2
1
1
1

0
.
9
5
3
1
35
4

2
.
3
8

1
3
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71
2
2
1
0
1
0
2
6
0

3
.
6
6

2
.
7
1
1.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
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0
.
9
5
3
8

3
5
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
6
1
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
6
2
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
6
3
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
6
4
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
2
6
5
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
6
6
3.
6
6

2
.
7
1

1
.
6
1

x

1
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0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
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71
2
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1
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2
6
7
3.
6
6

2
.
7
1

1
.
6
1

x

1
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0
6
2
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1
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0
.
9
5
3
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35
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2
.
3
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1
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3.
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2
.
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1
.
6
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1
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6
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9
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2
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3
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71
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9
3.
6
6

2
.
7
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1
.
6
1

x

1
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0
6
2
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1
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0
.
9
5
3
8
35
7

2
.
3
2

1
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71
2
2
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1
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2
7
0
3.
6
6

2
.
7
1

1
.
6
1

x

1
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0
6
2
1
1
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0
.
9
5
3
8
35
7

2
.
3
2

1
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71
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1
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1
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1
3.
6
6

2
.
7
1

1
.
6
1

x

1
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DO
W
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0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
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1
0
2
7
2
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
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DO
W
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0
6
2
1
1
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0
.
9
5
3
8
35
7

2
.
3
2

1
2
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71
2
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1
0
1
0
2
7
3
3.
6
6

2
.
7
1

1
.
6
1

x

1
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
7
4
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
7
5
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
7
6
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
7
7
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
7
8
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
7
9
3.
6
6

2
.
7
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
8
35
7

2
.
3
2

1
2
8
71
2
2
1
0
1
0
2
8
0

3
.
4
0

3
.
8
0
1.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
3

3
5
9

2
.
2
8

1
3
4
71
2
2
1
0
1
0
2
8
1
3.
4
0

3
.
8
0

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
3
35
9

2
.
2
8

1
3
4
71
2
2
1
0
1
0
2
8
2
3.
4
0

3
.
8
0

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
3
35
9

2
.
2
8

1
3
4
71
2
2
1
0
1
0
2
8
3
3.
4
0

3
.
8
0

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
3
35
9

2
.
2
8

1
3
4
71
2
2
1
0
1
0
2
8
4
3.
4
0

3
.
8
0

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
3
35
9

2
.
2
8

1
3
4
71
2
2
1
0
1
0
2
8
5
3.
4
0

3
.
8
0

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
3
35
9

2
.
2
8

1
3
4
71
2
2
1
0
1
0
2
8
6
3.
4
0

3
.
8
0

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
3
35
9

2
.
2
8

1
3
4
71
2
2
1
0
1
0
2
8
7
3.
4
0

3
.
8
0

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
3
35
9

2
.
2
8

1
3
4
71
2
2
1
0
1
0
2
8
8
3.
4
0

3
.
8
0

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
3
35
9

2
.
2
8

1
3
4
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
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n

(l
b
/
i
n
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W
e

h
e
r
e
b
y

c
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r
t
i
f
y

t
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f
o
l
l
o
w
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n
g

t
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s
t

r
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s
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t
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f
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t
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a
b
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v
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f
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n
c
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p
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p
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L
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b
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m
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(m
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c
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De
n
s
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t
y

(g
m
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c
c
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Ge
o
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G
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O
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k

L
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1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
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c
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,

G
A

3
0
5
2
9

*

P
h

:

7
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6
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3
3
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7
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0
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F
a
x

:

7
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3
3
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*

E
m
a
i
l

:

c
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t
a
c
t
@
s
k
a
p
s
.
c
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m

Pr
o
d
u
c
t
:
Pr
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j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
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v
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t
y

(m
2 /s
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c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
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s
t

r
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s
u
l
t
s

f
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t
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a
b
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v
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f
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n
c
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p
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p
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s
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L
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Nu
m
b
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s
m
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s
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v
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(m
2 /s
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c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
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8
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3
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1
1
1

0
.
9
5
3
6
35
1

2
.
4
5

1
3
9
71
2
2
1
0
1
0
3
3
3
2.
7
6

3
.
8
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
6
35
1

2
.
4
5

1
3
9
71
2
2
1
0
1
0
3
3
4
2.
7
6

3
.
8
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
6
35
1

2
.
4
5

1
3
9
71
2
2
1
0
1
0
3
3
5
2.
7
6

3
.
8
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
6
35
1

2
.
4
5

1
3
9
71
2
2
1
0
1
0
3
3
6
2.
7
6

3
.
8
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
6
35
1

2
.
4
5

1
3
9
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
3
3
7
2.
7
6

3
.
8
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
6
35
1

2
.
4
5

1
3
9
71
2
2
1
0
1
0
3
3
8
2.
7
6

3
.
8
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
6
35
1

2
.
4
5

1
3
9
71
2
2
1
0
1
0
3
3
9
2.
7
6

3
.
8
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
6
35
1

2
.
4
5

1
3
9
71
2
2
1
0
1
0
3
4
0

3
.
7
7

3
.
3
1
1.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2

3
5
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
4
1
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
4
2
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
4
3
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
4
4
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
4
5
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
4
6
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
4
7
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
4
8
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
4
9
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
5
0
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
5
1
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
5
2
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
5
3
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
5
4
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
5
5
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
5
6
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
5
7
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
5
8
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
5
9
3.
7
7

3
.
3
1

1
.
6
1

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
2
35
8

2
.
3
6

1
2
9
71
2
2
1
0
1
0
3
6
0

3
.
1
4

2
.
6
6
1.
7
9

x

1
0
⁻
³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5

3
6
2

2
.
7
6

1
3
1
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
3
6
1
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
6
2
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
6
3
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
6
4
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
6
5
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
6
6
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
6
7
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
6
8
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
6
9
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
7
0
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
7
1
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
7
2
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
7
3
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
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71
2
2
1
0
1
0
3
7
4
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
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DO
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X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
7
5
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
1
71
2
2
1
0
1
0
3
7
6
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

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3
1
71
2
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1
0
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7
7
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1
4

2
.
6
6

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

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3
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71
2
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1
0
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7
8
3.
1
4

2
.
6
6

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

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3
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71
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1
0
3
7
9
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1
4

2
.
6
6

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
5
36
2

2
.
7
6

1
3
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71
2
2
1
0
1
0
3
8
0

2
.
7
9

2
.
4
9
1.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7

3
5
7

2
.
4
6

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3
3
71
2
2
1
0
1
0
3
8
1
2.
7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

1
3
3
71
2
2
1
0
1
0
3
8
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7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

1
3
3
71
2
2
1
0
1
0
3
8
3
2.
7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

1
3
3
71
2
2
1
0
1
0
3
8
4
2.
7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

1
3
3
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
3
8
5
2.
7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

1
3
3
71
2
2
1
0
1
0
3
8
6
2.
7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

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6
2
1
1
1

0
.
9
5
3
7
35
7

2
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4
6

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3
3
71
2
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1
0
3
8
7
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7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
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0
6
2
1
1
1

0
.
9
5
3
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35
7

2
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4
6

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3
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1
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3
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8
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7
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2
.
4
9

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.
7
9

x

1
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DO
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6
2
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1
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9
5
3
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35
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2
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4
6

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9
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7
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2
.
4
9

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7
9

x

1
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0
6
2
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1
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0
.
9
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3
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35
7

2
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4
6

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7
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2
.
4
9

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.
7
9

x

1
0
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DO
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6
2
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1
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0
.
9
5
3
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35
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2
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4
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7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
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6
2
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1
1

0
.
9
5
3
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35
7

2
.
4
6

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7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

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3
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71
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0
3
9
3
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7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

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3
3
71
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1
0
3
9
4
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7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

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3
3
71
2
2
1
0
1
0
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9
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2.
7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

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3
3
71
2
2
1
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0
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9
6
2.
7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

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3
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71
2
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9
7
2.
7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

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3
3
71
2
2
1
0
1
0
3
9
8
2.
7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

1
3
3
71
2
2
1
0
1
0
3
9
9
2.
7
9

2
.
4
9

1
.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
7
35
7

2
.
4
6

1
3
3
71
2
2
1
0
1
0
4
0
0

2
.
4
7

2
.
8
0
1.
7
9

x

1
0
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DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1

3
5
3

2
.
4
4

1
3
5
71
2
2
1
0
1
0
4
0
1
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
3

2
.
4
4

1
3
5
71
2
2
1
0
1
0
4
0
2
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
3

2
.
4
4

1
3
5
71
2
2
1
0
1
0
4
0
3
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
3

2
.
4
4

1
3
5
71
2
2
1
0
1
0
4
0
4
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
3

2
.
4
4

1
3
5
71
2
2
1
0
1
0
4
0
5
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
3

2
.
4
4

1
3
5
71
2
2
1
0
1
0
4
0
6
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
3

2
.
4
4

1
3
5
71
2
2
1
0
1
0
4
0
7
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
3

2
.
4
4

1
3
5
71
2
2
1
0
1
0
4
0
8
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
3

2
.
4
4

1
3
5
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
4
0
9
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
3

2
.
4
4

1
3
5
71
2
2
1
0
1
0
4
1
0
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
3

2
.
4
4

1
3
5
71
2
2
1
0
1
0
4
1
1
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
⁻³
DO
W
X

0
6
2
1
1
1

0
.
9
5
3
1
35
3

2
.
4
4

1
3
5
71
2
2
1
0
1
0
4
1
2
2.
4
7

2
.
8
0

1
.
7
9

x

1
0
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I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
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e
,

G
A

3
0
5
2
9

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h

:

7
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6
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3
3
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7
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a
x

:

7
0
6
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3
3
6
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*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
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t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
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t
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f
y

t
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f
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w
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g

t
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t

r
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s
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s

f
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t
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a
b
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v
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f
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e
n
c
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d

p
r
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d
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c
t
/
p
r
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t

:
Re
s
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n

L
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t

Nu
m
b
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r
T ra
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s
m
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s
s
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v
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t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
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l
l
,

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C
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1
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8
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1
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1
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8
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6
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3
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71
2
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5
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x

1
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8
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3
5

2
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5
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x

1
0
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8
8
0
4
9
2

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9
5
4
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35
9

2
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6
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6
71
2
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3
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2
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5
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1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
9
35
9

2
.
6
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71
2
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5
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3
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2
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5
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7
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x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
9
35
9

2
.
6
3

1
3
6
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
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Ca
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St
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(lb
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(m
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Ca
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(%
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A
d
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b
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9
2

0
.
9
5
5
0
35
8

2
.
7
3

1
2
7
71
2
2
1
0
1
0
5
0
0

3
.
3
8

2
.
3
1
1.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
7

3
5
4

2
.
3
9

1
3
7
71
2
2
1
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1
0
5
0
1
3.
3
8

2
.
3
1

1
.
7
9

x

1
0
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EC
U
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8
8
0
4
9
2

0
.
9
5
4
7
35
4

2
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3
9

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3
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0
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3.
3
8

2
.
3
1

1
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7
9

x

1
0
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EC
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8
8
0
4
9
2

0
.
9
5
4
7
35
4

2
.
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71
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1
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3
3.
3
8

2
.
3
1

1
.
7
9

x

1
0
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EC
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8
8
0
4
9
2

0
.
9
5
4
7
35
4

2
.
3
9

1
3
7
71
2
2
1
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1
0
5
0
4
3.
3
8

2
.
3
1

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
7
35
4

2
.
3
9

1
3
7
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
5
0
5
3.
3
8

2
.
3
1

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
7
35
4

2
.
3
9

1
3
7
71
2
2
1
0
1
0
5
0
6
3.
3
8

2
.
3
1

1
.
7
9

x

1
0
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EC
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X

8
8
0
4
9
2

0
.
9
5
4
7
35
4

2
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3
9

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3
7
71
2
2
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0
7
3.
3
8

2
.
3
1

1
.
7
9

x

1
0
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U
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8
8
0
4
9
2

0
.
9
5
4
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35
4

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3
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3
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3
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2
.
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7
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x

1
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8
8
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4
9
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9
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4
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35
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3
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71
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3
8

2
.
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7
9

x

1
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8
8
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9
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9
5
4
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35
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7
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1
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8
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9
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9
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3
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7
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x

1
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8
8
0
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9
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9
5
4
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3
8

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.
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7
9

x

1
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8
8
0
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9
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9
5
4
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35
4

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3
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7
9

x

1
0
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8
8
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9
2

0
.
9
5
4
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35
4

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3
9

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3
8

2
.
3
1

1
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7
9

x

1
0
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EC
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8
8
0
4
9
2

0
.
9
5
4
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35
4

2
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3
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3
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71
2
2
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5
3.
3
8

2
.
3
1

1
.
7
9

x

1
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8
8
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4
9
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0
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9
5
4
7
35
4

2
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3
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71
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6
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3
8

2
.
3
1

1
.
7
9

x

1
0
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8
8
0
4
9
2

0
.
9
5
4
7
35
4

2
.
3
9

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3
7
71
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7
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3
8

2
.
3
1

1
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7
9

x

1
0
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8
8
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4
9
2

0
.
9
5
4
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4

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3
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71
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8
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3
8

2
.
3
1

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
7
35
4

2
.
3
9

1
3
7
71
2
2
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0
1
0
5
1
9
3.
3
8

2
.
3
1

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
7
35
4

2
.
3
9

1
3
7
71
2
2
1
0
1
0
5
2
0

2
.
6
7

2
.
3
9
1.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5

3
5
2

2
.
3
0

1
3
2
71
2
2
1
0
1
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5
2
1
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
2
2
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

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3
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6
7

2
.
3
9

1
.
7
9

x

1
0
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U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
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71
2
2
1
0
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5
2
4
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
2
5
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
2
6
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
2
7
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
2
8
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
5
2
9
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
3
0
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
3
1
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
3
2
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
3
3
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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U
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8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
3
4
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
3
5
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
3
6
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
3
7
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
3
8
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
5
35
2

2
.
3
0

1
3
2
71
2
2
1
0
1
0
5
3
9
2.
6
7

2
.
3
9

1
.
7
9

x

1
0
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EC
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I
n
d
u
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t
r
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a
l

P
a
r
k
w
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y
,

C
o
m
m
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r
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,

G
A

3
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P
h

:

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:

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E
m
a
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l

:

c
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n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
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t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
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t
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T ra
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s
m
i
s
s
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v
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y

(m
2 /s
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c
)
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l
l

N
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m
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r
Th
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c
k
n
e
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s

(m
i
l
s
)

Ca
r
b
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n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
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n

(l
b
/
i
n
)

W
e

h
e
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b
y

c
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t
i
f
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t
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f
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l
l
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w
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g

t
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r
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f
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t
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a
b
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c
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p
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L
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Nu
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s
m
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(m
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c
)
De
n
s
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t
y

(g
m
/
c
c
)
Ge
o
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t
WM

G
r
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t

O
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k

L
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1
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9
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9
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5
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1
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8
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1
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8
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1
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1
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8
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1
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8
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9
5
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2
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5
5

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3
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1
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8
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9
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9
5
4
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2
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5
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3
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3
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2
9

1
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6
7

x

1
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8
8
0
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9
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0
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9
5
4
6
35
8

2
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5
5

1
3
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71
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6
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3
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3
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2
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1
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6
7

x

1
0
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8
8
0
4
9
2

0
.
9
5
4
6
35
8

2
.
5
5

1
3
3
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
5
7
7
2.
3
9

3
.
2
9

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
6
35
8

2
.
5
5

1
3
3
71
2
2
1
0
1
0
5
7
8
2.
3
9

3
.
2
9

1
.
6
7

x

1
0
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8
0
4
9
2

0
.
9
5
4
6
35
8

2
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5
5

1
3
3
71
2
2
1
0
1
0
5
7
9
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3
9

3
.
2
9

1
.
6
7

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c
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S
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(lb
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Ca
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Pl
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f
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I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
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3
3
6
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7
0
0
0

*

F
a
x

:

7
0
6
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3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
6
2
5
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
2
6
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
2
7
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
2
8
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
2
9
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
3
0
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
3
1
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
3
2
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
3
3
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
3
4
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
3
5
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
3
6
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
3
7
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
3
8
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
3
9
2.
4
2

2
.
8
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
5
1
36
0

2
.
3
5

1
3
0
71
2
2
1
0
1
0
6
4
0

2
.
8
8

2
.
3
7
1.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4

3
5
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
4
1
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
4
2
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
4
3
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
4
4
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
4
5
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
4
6
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
4
7
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
4
8
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
5
7
1

I
n
d
u
s
t
r
i
a
l

P
a
r
k
w
a
y
,

C
o
m
m
e
r
c
e
,

G
A

3
0
5
2
9

*

P
h

:

7
0
6
-
3
3
6
-
7
0
0
0

*

F
a
x

:

7
0
6
-
3
3
6
-
7
0
0
7

*

E
m
a
i
l

:

c
o
n
t
a
c
t
@
s
k
a
p
s
.
c
o
m

Pr
o
d
u
c
t
:
Pr
o
j ec
t

:
Si
d
e

"
A
"

S
i
d
e

"
B
"
T en
s
i
l
e

St
r
e
n
g th

MD

(lb
/in
)

Ge
o
c
o
m
p
o
s
i
t
e
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
Ro
l
l

N
u
m
b
e
r
Th
i
c
k
n
e
s
s

(m
i
l
s
)

Ca
r
b
o
n

Bl
a
c
k

(%
)

Pl
y

A
d
h
e
s
i
o
n

(l
b
/
i
n
)

W
e

h
e
r
e
b
y

c
e
r
t
i
f
y

t
h
e

f
o
l
l
o
w
i
n
g

t
e
s
t

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e
r
e
f
e
r
e
n
c
e
d

p
r
o
d
u
c
t
/
p
r
o
j
e
c
t

:
Re
s
i
n

L
o
t

Nu
m
b
e
r
T ra
n
s
m
i
s
s
i
v
i
t
y

(m
2 /s
e
c
)
De
n
s
i
t
y

(g
m
/
c
c
)
Ge
o
n
e
t
WM

G
r
e
a
t

O
a
k

L
a
n
d
f
i
l
l
,

N
C
T N
3
3
0
-
2
-
8
71
2
2
1
0
1
0
6
4
9
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
5
0
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
5
1
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
5
2
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
5
3
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
5
4
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
5
5
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
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0
6
5
6
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

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2
7
71
2
2
1
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0
6
5
7
2.
8
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2
.
3
7

1
.
6
7

x

1
0
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U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
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5
8
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
5
9
2.
8
8

2
.
3
7

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
4
4
35
6

2
.
4
3

1
2
7
71
2
2
1
0
1
0
6
6
0

2
.
3
7

3
.
8
3
1.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
0

3
5
2

2
.
7
2

1
3
1
71
2
2
1
0
1
0
6
6
1
2.
3
7

3
.
8
3

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
0
35
2

2
.
7
2

1
3
1
71
2
2
1
0
1
0
6
6
2
2.
3
7

3
.
8
3

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
0
35
2

2
.
7
2

1
3
1
71
2
2
1
0
1
0
6
6
3
2.
3
7

3
.
8
3

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
5
0
35
2

2
.
7
2

1
3
1
71
2
2
1
0
1
0
6
6
4
2.
3
7

3
.
8
3

1
.
6
7

x

1
0
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EC
U
X

8
8
0
4
9
2

0
.
9
5
5
0
35
2

2
.
7
2

1
3
1
71
2
2
1
0
1
0
6
6
5
2.
3
7

3
.
8
3

1
.
6
7

x

1
0
⁻³
EC
U
X

8
8
0
4
9
2

0
.
9
5
5
0
35
2

2
.
7
2

1
3
1
71
2
2
1
0
1
0
6
6
6
2.
3
7

3
.
8
3

1
.
6
7

x

1
0
⁻³
EC
U
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8
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Client: Job #:7122
Project:
Product:
Test Configuration:
Normal Load:810
Gradient:0.3
Seating Time:100 Hours
Flow Direction:MD
Test Results:
71221010001
71221010200
ASTM D 4716
1.7 x 10⁻³
Waste Management
Test Information:
Roll No.
WM Great Oak Landfill, NC
Geocomposite Transmissivity Test
810 0.3
TN 330-2-8
Soil
Geocomposite
Geomembrane
Boundary Conditions:
GradientPressure, psf 100 Hours
1.61 x 10⁻³
Transmissivity, m2/sec
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Client: Job #:7122
Project:
Product:
Test Configuration:
Normal Load:14370
Gradient:0.3
Seating Time:100 Hours
Flow Direction:MD
Test Results:
71221010001
71221010200
ASTM D 4716
9.31 x 10⁻⁴
Waste Management
Test Information:
Roll No.
Soil
Geocomposite
Geomembrane
Geocomposite Transmissivity Test
0.3 9.19 x 10⁻⁴
TN 330-2-8
Transmissivity, m2/secGradient
Boundary Conditions:
Pressure, psf 100 Hours
14370
WM Great Oak Landfill, NC
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Client: Job #:7122
Project:
Product:
Test Configuration:
Normal Load:810
Gradient:0.3
Seating Time:100 Hours
Flow Direction:MD
Test Results:
71221010400
71221010600
Transmissivity, m2/sec
2.04 x 10⁻³
1.92 x 10⁻³
GCL
Geocomposite
Geomembrane
Boundary Conditions:
GradientPressure, psf 100 Hours
ASTM D 4716
Waste Management
Test Information:
Roll No.
WM Great Oak Landfill, NC
Geocomposite Transmissivity Test
810 0.3
TN 330-2-8
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
Client: Job #:7122
Project:
Product:
Test Configuration:
Normal Load:14370
Gradient:0.3
Seating Time:100 Hours
Flow Direction:MD
Test Results:
71221010400
71221010600
WM Great Oak Landfill, NC
Transmissivity, m2/secGradient
Boundary Conditions:
Pressure, psf 100 Hours
14370 1.42 x 10⁻³
1.26 x 10⁻³
ASTM D 4716
Waste Management
Test Information:
Roll No.
GCL
Geocomposite
Geomembrane
Geocomposite Transmissivity Test
0.3
TN 330-2-8
571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : [phone] * Email : [e-mail]
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Pr
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h
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:
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SKAPS Industries (Nonwoven Division)Sales Office:
335, Athena Drive Engineered Synthetic Product Inc.Athens, GA 30601 (U.S.A.)Phone: [phone]
Phone [phone] Fax [phone] Fax: [phone]
E-mail: [e-mail]
Waste Management
Ref : Great Oak LFPO : 1126001247
ASTM D 5261 oz/sy (g/m2)8.00 (271)
ASTM D 4632 lbs (kN)200 (0.89)
Grab Elongation ASTM D 4632 %50
Trapezoidal Tear ASTM D 4533 lbs (kN)80 (0.36)
Puncture Resistance ASTM D 4833 lbs (kN) 110 (0.49)
Permeability*ASTM D 4491 cm/sec 0.30
ASTM D 4751 US Sieve (mm)80 (0.18)
UV Resistance ASTM D 4355 %/hrs 70/500
Notes:
* At the time of manufacturing. Handling may change these properties.
KOUROSH SABZEVARI
QUALITY CONTROL MANAGER
www.espgeosynthetics.com
AOS*
www.skaps.com
Weight
Grab Tensile
This is to certify that SKAPS GE180 is a high quality needle-punched nonwoven geotextile made of
100%polypropylene staple fibers, randomly networked to form a high strength dimensionally stable
fabric.SKAPS GE180 resists ultraviolet deterioration,rotting,biological degradation.The fabric is inert
to commonly encountered soil chemicals.Polypropylene is stable within a pH range of 2 to 13.SKAPS
GE180 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS M.A.R.V.
Minimum Average Roll Value
July 11, 2016
Dear Sir/Madam:
*All Values are MARV.
Product : GE180-180
ROLL #WEIGHT MD TENSILE MD ELONG XMD TENSILE XMD ELONG MD TRAP XMD TRAP PUNCTURE AOS PERMEABILITYASTM METHOD D5261 D4632 D4632 D4632 D4632 D4533 D4533 D4833 D4751 D4491
UNITS oz/sq yd lbs.%lbs %lbs.lbs lbs.US Sieve cm/sec
TARGET 8.00 200 50 200 50 80 80 110 80 0.30
43843.1 8.57 234 75 243 84 104 116 137 80 0.43
43843.2 8.57 234 75 243 84 104 116 137 80 0.43
43843.3 8.57 234 75 243 84 104 116 137 80 0.43
Appendix D-2
CQA Conformance Testing Results
Updated with Transmissivity for 71221010044Updated with Transmissivity for 71221010002
Mail To:Bill To:
John Workman <= SameWaste Management, Inc
email: [e-mail]
cc email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project:Great Oak Landfill
TRI Job Reference Number:22274
Material(s) Tested:Six, Skaps TN330-2-8 Double Sided Geocomposite(s)
Test(s) Requested:updating=>Transmissivity (ASTM D 4716) - GC
Peel Strength (ASTM D 7005) - GCThickness (ASTM D 5199) - GNMass/Unit Area (ASTM D 5261) - GN
Density (ASTM D 1505) - GN
Carbon Content (ASTM D 4218) - GN
Mass/Unit Area (ASTM D 5261) - GT
Grab Tensile (ASTM D 4632) - GTPuncture Strength (ASTM D 4833) - GTApparent Opening Size (ASTM D 4751) - GT
Permittivity (ASTM D 4491) - GT
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
www.GeosyntheticTesting.com
*Signature is on file
August 1, 2016
August 8, 2016
August 29, 2016
Page 1 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010002
TRI Log #: 22274
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf):810
Hydraulic Gradient:0.3
12
12
Plate / GCL / Sample / MSGM / Plate
Seat Time
(hours)
Volume (cc)6000 6000 6000
Time (s)21.91 22.13 22.25
Flow Rate (GPM/ft width)4.26 4.22 4.19 4.22 0.03
Transmissivity (m^2/s)2.94E-03 2.91E-03 2.89E-03 2.91E-03 2.28E-05 2.00E-04
Test Temp (C)
Temp. Corr. Factor
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf):14,370
Hydraulic Gradient:0.3
12
12
Plate / GCL / Sample / MSGM / Plate
Seat Time
(hours)
Volume (cc)977 973 959
Time (s)5.44 5.53 5.38
Flow Rate (GPM/ft width)2.79 2.74 2.77 2.77 0.03
Transmissivity (m^2/s)1.93E-03 1.89E-03 1.91E-03 1.91E-03 1.98E-05 2.30E-05
Test Temp (C)
Temp. Corr. Factor
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)5.0 5.1 2.3 1.9 1.3 3.1 1.8 1.0 min
A - MD Average Peel Strength (g/in)2265 2329 1058 867 577 1419 820
B - MD Average Peel Strength (ppi)1.9 0.5 0.9 4.1 5.5 2.6 2.2 1.0 min
B - MD Average Peel Strength (g/in)872 206 421 1880 2511 1178 985
Note: A and B represent a randomly assigned top and bottom of the sample
MD Machine Direction
100
21.0
Specimen 1
Test Length (in)
Test Width (in)
Specimen 1
100
21.0
0.981
Test Length (in)
Test Width (in)
0.981
Page 2 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010002
TRI Log #: 22274
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)452 468 458 471 434 470 468 482 449 465 462 14
434 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)25.86 25.81 26.88 26.25 24.82 24.63 23.77 26.49 26.21 25.89
Mass/unit area (lbs./sq.ft)0.42 0.42 0.44 0.43 0.40 0.40 0.39 0.43 0.42 0.42 0.42 0.02
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.954 0.955 0.955 0.955 0.001 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.53 2.53 2.53 0.00 2.0-3.0
Page 3 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010002
TRI Log #: 22274 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 4.12 3.23 3.26 3.52 3.84 4.45 3.41 3.14 3.26 3.74 3.60 0.43
Mass/Unit Area (oz/sq.yd) 9.58 7.51 7.58 8.19 8.93 10.35 7.93 7.30 7.58 8.70 8.37 1.01 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 377 284 245 249 457 260 318 298 230 244 296 72 200 min
TD - Tensile Strength (lbs) 304 336 311 274 297 324 279 308 272 276 298 22 200 min
MD - Elong. @ Max. Load (%) 72 70 77 67 60 77 76 75 72 77 72 5
TD - Elong. @ Max. Load (%) 101 101 100 101 115 106 92 116 99 95 103 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 142 208 187 194 167 180 26 80 min
Apparent Opening Size (ASTM D 4751,mod. to include 80 sieve size)
Opening Size Diameter (mm) 0.170 0.175 0.170 0.168 0.161 0.169 0.005 0.18 max
Sieve No. 80 80 80 80 80 80 80 min
Permittivity (ASTM D 4491,Method C)
Thickness ( mil) 114 104 116 109 121 108 107 124 118 112 113 6.5
Thickness ( mm)2.90 2.64 2.95 2.77 3.07 2.74 2.72 3.15 3.00 2.84 2.88 0.16
Permittivity (Sec-1) 1.76 1.80 1.64 1.75 1.53 1.62 1.73 1.56 1.51 1.57 1.65 0.11
Permittivity (GPM/ft2) 132 135 123 131 114 121 129 117 113 117 123 7.9
Permittivity (cm/sec) 0.510 0.475 0.483 0.485 0.470 0.444 0.470 0.491 0.453 0.447 0.473 0.021 2.0E-04 min
MD Machine Direction TD Transverse Direction
Page 4 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010002
TRI Log #: 22274 GEOTEXTILE - SIDE B
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.61 3.51 3.64 3.47 4.61 3.31 3.82 3.59 3.57 3.83 3.70 0.36
Mass/Unit Area (oz/sq.yd) 8.40 8.16 8.47 8.07 10.72 7.70 8.89 8.35 8.30 8.91 8.60 0.83 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 288 285 260 312 400 236 273 291 288 296 293 43 200 min
TD - Tensile Strength (lbs) 300 307 335 317 322 340 357 346 295 259 318 29 200 min
MD - Elong. @ Max. Load (%) 77 72 69 79 67 75 65 73 75 68 72 4
TD - Elong. @ Max. Load (%) 107 97 107 97 97 104 103 107 119 104 104 7
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 216 211 198 163 141 186 33 80 min
Apparent Opening Size (ASTM D 4751,mod. to include 80 sieve size)
Opening Size Diameter (mm) 0.170 0.181 0.173 0.170 0.168 0.172 0.005 0.18 max
Sieve No. 80 70 80 80 80 80 80 min
Permittivity (ASTM D 4491,Method C)
Thickness ( mil) 120 108 118 121 130 125 124 109 122 126 120 7.1
Thickness ( mm)3.05 2.74 3.00 3.07 3.30 3.18 3.15 2.77 3.10 3.20 3.06 0.18
Permittivity (Sec-1) 1.49 1.75 1.64 1.62 1.45 1.53 1.57 1.59 1.55 1.49 1.57 0.09
Permittivity (GPM/ft2) 111 131 123 121 108 114 117 119 116 111 117 6.6
Permittivity (cm/sec) 0.454 0.480 0.492 0.498 0.479 0.486 0.494 0.440 0.480 0.477 0.478 0.018 2.0E-04 min
MD Machine Direction TD Transverse Direction
Page 5 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010044
TRI Log #: 22274
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf):810
Hydraulic Gradient:0.3
12
12
Plate / Protective Cover Soil / Sample / MSGM / Plate
Seat Time
(hours)
Volume (cc)6000 6000 6000
Time (s)22.03 22.19 22.19
Flow Rate (GPM/ft width)4.26 4.23 4.23 4.24 0.02
Transmissivity (m^2/s)2.94E-03 2.92E-03 2.92E-03 2.93E-03 1.22E-05 1.20E-03
Test Temp (C)
Temp. Corr. Factor
Hydraulic Transmissivity (ASTM D 4716)
Direction Tested: Machine Direction
Normal Load (psf):14,370
Hydraulic Gradient:0.3
12
12
Plate / Protective Cover Soil / Sample / MSGM / Plate
Seat Time
(hours)
Volume (cc)913 900 890
Time (s)5.69 5.54 5.53
Flow Rate (GPM/ft width)2.50 2.53 2.50 2.51 0.02
Transmissivity (m^2/s)1.72E-03 1.74E-03 1.73E-03 1.73E-03 1.12E-05 2.50E-04
Test Temp (C)
Temp. Corr. Factor
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)2.1 4.7 0.7 2.3 2.1 2.4 1.5 1.0 min
A - MD Average Peel Strength (g/in)949 2138 304 1062 931 1077 664
B - MD Average Peel Strength (ppi)2.8 7.1 1.8 5.8 2.7 4.0 2.3 1.0 min
B - MD Average Peel Strength (g/in)1253 3201 799 2647 1203 1821 1041
Note: A and B represent a randomly assigned top and bottom of the sample
MD Machine Direction
Test Length (in)
Test Width (in)
Specimen 1
100
20.7
0.988
0.981
100
21.0
Test Length (in)
Test Width (in)
Specimen 1
Page 6 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010044
TRI Log #: 22274
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)430 431 430 408 428 427 439 439 432 430 429 9
408 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)26.24 24.71 26.70 26.03 25.32 24.71 26.12 25.94 25.44 24.83
Mass/unit area (lbs./sq.ft)0.43 0.40 0.43 0.42 0.41 0.40 0.42 0.42 0.41 0.40 0.41 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.951 0.951 0.951 0.951 0.000 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.39 2.46 2.43 0.05 2.0-3.0
Page 7 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010044
TRI Log #: 22274 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.20 3.57 3.91 3.50 3.58 3.58 3.12 3.24 3.50 3.67 3.49 0.24
Mass/Unit Area (oz/sq.yd) 7.44 8.30 9.09 8.14 8.33 8.33 7.26 7.54 8.14 8.54 8.11 0.56 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 249 319 249 287 231 313 209 273 283 258 267 35 200 min
TD - Tensile Strength (lbs) 292 291 317 316 289 306 273 266 279 292 292 17 200 min
MD - Elong. @ Max. Load (%) 65 61 68 72 67 80 69 71 68 66 69 5
TD - Elong. @ Max. Load (%) 109 102 103 103 95 118 107 108 106 93 104 7
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 207 178 144 190 180 180 23 80 min
Page 8 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010044
TRI Log #: 22274 GEOTEXTILE - SIDE B
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.96 3.62 3.68 3.48 3.69 3.82 3.76 3.61 3.24 3.64 3.65 0.19
Mass/Unit Area (oz/sq.yd) 9.21 8.42 8.56 8.09 8.58 8.89 8.75 8.40 7.54 8.47 8.49 0.45 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 294 243 300 289 316 289 313 250 332 292 292 28 200 min
TD - Tensile Strength (lbs) 312 337 325 326 292 307 305 321 315 338 318 15 200 min
MD - Elong. @ Max. Load (%) 79 73 72 71 60 74 61 71 71 71 70 6
TD - Elong. @ Max. Load (%) 111 93 97 103 109 118 110 97 96 101 103 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 165 193 214 209 162 189 24 80 min
Page 9 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010082
TRI Log #: 22274
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)1.4 2.2 0.2 0.9 4.4 1.8 1.6 1.0 min
A - MD Average Peel Strength (g/in)649 1017 97 419 2016 840 738
B - MD Average Peel Strength (ppi)3.2 5.6 1.8 5.1 6.2 4.4 1.8 1.0 min
B - MD Average Peel Strength (g/in)1471 2529 835 2297 2815 1989 817
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)440 441 438 461 432 436 403 402 443 427 432 18
402 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)25.88 24.93 23.56 25.72 25.32 27.59 23.99 25.33 28.07 24.97
Mass/unit area (lbs./sq.ft)0.42 0.40 0.38 0.42 0.41 0.45 0.39 0.41 0.45 0.40 0.41 0.02
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.952 0.952 0.953 0.952 0.001 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.20 2.28 2.24 0.06 2.0-3.0
MD Machine Direction
Page 10 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010082
TRI Log #: 22274 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.83 3.58 3.25 3.50 3.23 3.69 3.53 3.53 3.52 3.86 3.55 0.21
Mass/Unit Area (oz/sq.yd) 8.91 8.33 7.56 8.14 7.51 8.58 8.21 8.21 8.19 8.98 8.26 0.49 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 260 285 280 258 262 251 230 250 307 300 268 24 200 min
TD - Tensile Strength (lbs) 260 306 317 320 321 356 304 325 331 325 317 24 200 min
MD - Elong. @ Max. Load (%) 75 68 73 72 77 75 69 73 76 75 73 3
TD - Elong. @ Max. Load (%) 106 95 100 107 107 112 97 104 104 113 104 6
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 169 180 154 187 229 184 28 80 min
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.45 3.32 3.70 3.46 3.77 3.58 3.62 3.35 3.34 3.72 3.53 0.17
Mass/Unit Area (oz/sq.yd) 8.02 7.72 8.61 8.05 8.77 8.33 8.42 7.79 7.77 8.65 8.21 0.39 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 257 251 316 272 311 261 267 233 292 312 277 29 200 min
TD - Tensile Strength (lbs) 297 306 343 352 288 292 283 271 320 313 307 26 200 min
MD - Elong. @ Max. Load (%) 78 66 78 77 73 71 76 75 74 77 74 4
TD - Elong. @ Max. Load (%) 106 95 106 114 101 123 112 93 104 97 105 9
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 171 164 184 164 172 171 8 80 min
MD Machine Direction TD Transverse Direction
Page 11 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010127
TRI Log #: 22274
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)3.0 1.5 2.5 1.1 3.8 2.4 1.1 1.0 min
A - MD Average Peel Strength (g/in)1353 676 1130 508 1716 1077 493
B - MD Average Peel Strength (ppi)2.0 1.0 1.5 1.3 1.7 1.5 0.4 1.0 min
B - MD Average Peel Strength (g/in)922 435 681 581 790 682 187
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)438 460 442 457 439 432 436 440 430 444 442 10
430 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)26.70 24.50 26.13 26.36 25.18 25.34 25.26 25.75 28.01 25.84
Mass/unit area (lbs./sq.ft)0.43 0.40 0.42 0.43 0.41 0.41 0.41 0.42 0.45 0.42 0.42 0.02
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.955 0.956 0.956 0.956 0.001 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.59 2.62 2.61 0.02 2.0-3.0
MD Machine Direction
Page 12 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010127
TRI Log #: 22274 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.35 3.38 3.73 3.50 3.37 3.61 3.37 3.75 3.18 3.55 3.48 0.18
Mass/Unit Area (oz/sq.yd) 7.79 7.86 8.68 8.14 7.84 8.40 7.84 8.72 7.40 8.26 8.09 0.42 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 293 266 280 230 223 258 309 286 261 316 272 31 200 min
TD - Tensile Strength (lbs) 300 346 288 337 274 291 300 307 328 294 307 23 200 min
MD - Elong. @ Max. Load (%) 67 69 71 77 76 78 76 75 75 75 74 4
TD - Elong. @ Max. Load (%) 111 96 95 105 95 131 125 95 103 97 105 13
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 188 213 154 188 176 184 21 80 min
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.64 3.86 3.50 3.36 4.02 3.71 3.78 3.68 3.78 3.71 3.70 0.18
Mass/Unit Area (oz/sq.yd) 8.47 8.98 8.14 7.82 9.35 8.63 8.79 8.56 8.79 8.63 8.62 0.42 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 245 300 293 269 241 344 327 304 289 285 290 32 200 min
TD - Tensile Strength (lbs) 324 341 337 326 324 306 302 347 334 292 323 18 200 min
MD - Elong. @ Max. Load (%) 71 67 76 73 81 79 71 79 73 73 74 4
TD - Elong. @ Max. Load (%) 101 97 105 111 106 121 112 102 100 93 105 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 196 155 189 186 168 179 17 80 min
MD Machine Direction TD Transverse Direction
Page 13 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010164
TRI Log #: 22274
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)1.9 1.5 2.6 6.4 0.7 2.6 2.2 1.0 min
A - MD Average Peel Strength (g/in)849 667 1180 2910 309 1183 1015
B - MD Average Peel Strength (ppi)2.4 3.3 1.8 1.4 1.8 2.1 0.7 1.0 min
B - MD Average Peel Strength (g/in)1067 1498 817 622 813 963 338
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)464 461 453 450 455 461 471 469 462 455 460 7
450 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)27.91 29.86 29.66 29.14 28.38 26.06 28.68 27.65 29.28 28.03
Mass/unit area (lbs./sq.ft)0.45 0.48 0.48 0.47 0.46 0.42 0.46 0.45 0.47 0.45 0.46 0.02
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.950 0.951 0.951 0.951 0.001 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.30 2.29 2.30 0.01 2.0-3.0
MD Machine Direction
Page 14 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010164
TRI Log #: 22274 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.65 3.98 3.81 3.61 3.85 3.59 3.76 3.77 3.63 3.74 3.74 0.12
Mass/Unit Area (oz/sq.yd) 8.49 9.26 8.86 8.40 8.96 8.35 8.75 8.77 8.44 8.70 8.70 0.29 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 261 311 266 325 279 318 283 249 317 282 289 27 200 min
TD - Tensile Strength (lbs) 300 333 349 271 290 300 309 370 360 334 322 32 200 min
MD - Elong. @ Max. Load (%) 71 65 74 76 78 83 67 63 74 71 72 6
TD - Elong. @ Max. Load (%) 112 99 100 87 106 129 104 103 101 97 104 11
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 167 211 165 175 186 181 19 80 min
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.13 3.48 3.44 3.47 3.46 3.72 3.34 3.54 3.40 3.96 3.49 0.22
Mass/Unit Area (oz/sq.yd) 7.28 8.09 8.00 8.07 8.05 8.65 7.77 8.23 7.91 9.21 8.13 0.51 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 312 300 271 375 295 297 296 296 349 294 308 31 200 min
TD - Tensile Strength (lbs) 404 261 219 344 269 375 233 230 266 281 288 64 200 min
MD - Elong. @ Max. Load (%) 127 97 95 111 94 126 93 105 105 101 105 12
TD - Elong. @ Max. Load (%) 64 70 81 79 73 71 71 78 73 73 73 5
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 185 167 154 160 200 173 19 80 min
MD Machine Direction TD Transverse Direction
Page 15 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010206
TRI Log #: 22274
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)1.2 2.1 1.8 0.8 1.4 1.4 0.5 1.0 min
A - MD Average Peel Strength (g/in)527 935 808 365 645 656 225
B - MD Average Peel Strength (ppi)5.6 4.5 5.5 3.6 5.9 5.1 1.0 1.0 min
B - MD Average Peel Strength (g/in)2561 2052 2511 1643 2697 2293 436
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)455 432 454 437 465 467 464 447 465 473 456 14
432 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)24.98 28.07 25.32 23.98 27.58 25.30 25.72 23.55 24.95 25.87
Mass/unit area (lbs./sq.ft)0.40 0.45 0.41 0.39 0.45 0.41 0.42 0.38 0.40 0.42 0.41 0.02
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.954 0.954 0.955 0.954 0.001 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.52 2.58 2.55 0.04 2.0-3.0
MD Machine Direction
Page 16 of 17
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010206
TRI Log #: 22274 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 4.45 3.33 3.19 3.45 3.46 4.88 3.51 3.61 3.56 3.54 3.70 0.53
Mass/Unit Area (oz/sq.yd) 10.35 7.75 7.42 8.02 8.05 11.35 8.16 8.40 8.28 8.23 8.60 1.24 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 421 287 298 285 437 310 339 281 230 257 315 67 200 min
TD - Tensile Strength (lbs) 356 324 298 309 320 301 285 287 325 306 311 21 200 min
MD - Elong. @ Max. Load (%) 76 71 87 75 59 79 75 73 83 87 77 8
TD - Elong. @ Max. Load (%) 131 98 97 101 119 100 89 94 105 100 103 12
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 154 168 170 146 164 160 10 80 min
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 4.05 3.41 3.55 3.23 3.71 3.39 3.60 3.17 3.60 3.54 3.53 0.25
Mass/Unit Area (oz/sq.yd) 9.42 7.93 8.26 7.51 8.63 7.89 8.37 7.37 8.37 8.23 8.20 0.58 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 260 235 297 271 296 285 265 250 275 276 271 20 200 min
TD - Tensile Strength (lbs) 319 290 316 346 323 292 342 309 298 304 314 19 200 min
MD - Elong. @ Max. Load (%) 77 88 71 74 67 76 73 69 73 70 74 6
TD - Elong. @ Max. Load (%) 100 107 96 104 97 124 121 103 94 93 104 11
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 185 188 186 162 159 176 14 80 min
MD Machine Direction TD Transverse Direction
Page 17 of 17
Mail To:Bill To:
John Workman <= Same
Waste Management, Inc
email: [e-mail]
cc email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project:Great Oak Landfill
TRI Job Reference Number:22893
Material(s) Tested:Six, Skaps TN330-2-8 Double Sided Geocomposite(s)
Test(s) Requested:Peel Strength (ASTM D 7005) - GC
Thickness (ASTM D 5199) - GN
Mass/Unit Area (ASTM D 5261) - GNDensity (ASTM D 1505) - GNCarbon Content (ASTM D 4218) - GN
Mass/Unit Area (ASTM D 5261) - GT
Grab Tensile (ASTM D 4632) - GT
Puncture Strength (ASTM D 4833) - GT
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh Patel
Laboratory ManagerGeosynthetic Services Divisionwww.GeosyntheticTesting.com
*Signature is on file
August 10, 2016
Page 1 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010447
TRI Log #: 22893
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)1.1 1.8 1.0 4.4 4.0 2.5 1.6 1.0 min
A - MD Average Peel Strength (g/in)513 813 468 2002 1821 1123 734
B - MD Average Peel Strength (ppi)2.5 4.9 4.8 5.0 2.7 4.0 1.2 1.0 min
B - MD Average Peel Strength (g/in)1144 2220 2170 2256 1235 1805 564
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)368 361 360 365 364 370 373 368 368 369 367 4
360 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)24.70 24.60 24.70 24.50 24.80 25.10 23.80 24.00 25.10 25.20
Mass/unit area (lbs./sq.ft)0.40 0.40 0.40 0.40 0.40 0.41 0.39 0.39 0.41 0.41 0.40 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.956 0.956 0.956 0.956 0.000 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.02 2.04 2.03 0.01 2.0-3.0
MD Machine Direction
Page 2 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010447
TRI Log #: 22893 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.14 3.32 3.68 3.62 4.51 4.00 3.88 3.05 3.25 3.81 3.63 0.45
Mass/Unit Area (oz/sq.yd) 7.30 7.72 8.56 8.42 10.49 9.30 9.02 7.09 7.56 8.86 8.43 1.05 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 208 244 254 267 265 261 232 192 198 385 251 55 200 min
TD - Tensile Strength (lbs) 248 265 255 303 253 249 263 280 236 271 262 19 200 min
MD - Elong. @ Max. Load (%) 79 58 64 75 56 70 76 73 70 65 68 8
TD - Elong. @ Max. Load (%) 107 106 97 103 124 106 97 105 103 112 106 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 152 161 135 168 169 157 14 80 min
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.63 3.37 3.30 3.70 4.00 3.96 3.28 3.24 3.48 4.02 3.60 0.31
Mass/Unit Area (oz/sq.yd) 8.44 7.84 7.68 8.61 9.30 9.21 7.63 7.54 8.09 9.35 8.37 0.72 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 297 235 179 184 333 194 190 162 182 254 221 57 200 min
TD - Tensile Strength (lbs) 269 292 296 253 244 269 285 251 254 259 267 18 200 min
MD - Elong. @ Max. Load (%) 78 72 63 61 61 65 61 72 71 63 67 6
TD - Elong. @ Max. Load (%) 112 101 98 97 117 121 107 98 103 115 107 9
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 136 143 135 190 128 146 25 80 min
MD Machine Direction TD Transverse Direction
Page 3 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010489
TRI Log #: 22893
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)5.0 1.9 2.3 3.3 3.2 3.1 1.2 1.0 min
A - MD Average Peel Strength (g/in)2279 858 1049 1494 1453 1426 547
B - MD Average Peel Strength (ppi)1.1 7.6 4.0 7.5 0.7 4.2 3.3 1.0 min
B - MD Average Peel Strength (g/in)486 3432 1802 3400 310 1886 1511
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)367 365 366 368 361 363 366 367 369 366 366 2
361 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)24.70 24.80 24.90 24.80 24.10 24.30 25.30 25.10 25.10 24.90
Mass/unit area (lbs./sq.ft)0.40 0.40 0.40 0.40 0.39 0.39 0.41 0.41 0.41 0.40 0.40 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.951 0.951 0.951 0.951 0.000 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.15 2.10 2.13 0.04 2.0-3.0
MD Machine Direction
Page 4 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010489
TRI Log #: 22893 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.55 2.91 3.62 3.51 3.85 3.74 3.79 3.44 3.49 3.86 3.58 0.28
Mass/Unit Area (oz/sq.yd) 8.26 6.77 8.42 8.16 8.96 8.70 8.82 8.00 8.12 8.98 8.32 0.65 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 257 264 223 210 272 281 230 182 245 354 252 47 200 min
TD - Tensile Strength (lbs) 255 261 251 280 269 227 234 260 276 268 258 17 200 min
MD - Elong. @ Max. Load (%) 71 57 67 66 59 69 85 60 71 64 67 8
TD - Elong. @ Max. Load (%) 117 104 93 96 117 106 98 95 108 120 106 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 134 143 124 138 146 137 9 80 min
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 4.03 3.61 3.43 3.30 4.39 3.68 3.37 3.43 3.20 3.81 3.63 0.37
Mass/Unit Area (oz/sq.yd) 9.37 8.40 7.98 7.68 10.21 8.56 7.84 7.98 7.44 8.86 8.43 0.85 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 213 274 216 235 286 291 250 259 209 340 257 42 200 min
TD - Tensile Strength (lbs) 270 231 245 232 282 278 267 267 280 263 262 19 200 min
MD - Elong. @ Max. Load (%) 74 63 71 70 69 61 77 69 67 70 69 5
TD - Elong. @ Max. Load (%) 121 97 106 100 110 115 104 93 103 123 107 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 137 103 128 100 139 121 19 80 min
MD Machine Direction TD Transverse Direction
Page 5 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010531
TRI Log #: 22893
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)2.7 2.8 2.7 4.4 2.3 3.0 0.8 1.0 min
A - MD Average Peel Strength (g/in)1226 1285 1217 1979 1058 1353 360
B - MD Average Peel Strength (ppi)0.8 6.3 1.8 2.0 1.0 2.4 2.2 1.0 min
B - MD Average Peel Strength (g/in)380 2851 835 922 454 1088 1013
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)366 372 367 372 366 377 371 377 378 377 372 5
366 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)24.90 24.40 25.10 24.10 25.10 25.30 25.00 25.30 25.00 25.80
Mass/unit area (lbs./sq.ft)0.40 0.40 0.41 0.39 0.41 0.41 0.41 0.41 0.41 0.42 0.41 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.950 0.950 0.951 0.950 0.001 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.02 2.01 2.02 0.01 2.0-3.0
MD Machine Direction
Page 6 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010531
TRI Log #: 22893 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.86 3.08 3.11 7.67 4.34 3.68 4.50 3.32 3.57 3.36 4.05 1.36
Mass/Unit Area (oz/sq.yd) 8.98 7.16 7.23 17.84 10.09 8.56 10.47 7.72 8.30 7.82 9.42 3.16 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 259 293 214 241 249 223 179 236 249 414 256 63 200 min
TD - Tensile Strength (lbs) 274 268 282 249 257 263 264 220 264 239 258 18 200 min
MD - Elong. @ Max. Load (%) 69 54 69 71 71 79 69 69 74 68 69 6
TD - Elong. @ Max. Load (%) 117 118 113 95 104 109 98 88 105 115 106 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 127 131 126 182 126 139 25 80 min
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.92 3.55 3.48 3.49 4.10 4.03 3.94 3.52 3.45 3.54 3.70 0.26
Mass/Unit Area (oz/sq.yd) 9.12 8.26 8.09 8.12 9.54 9.37 9.16 8.19 8.02 8.23 8.61 0.61 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 286 249 196 223 260 234 205 212 263 328 246 40 200 min
TD - Tensile Strength (lbs) 314 278 240 266 255 259 269 267 269 279 270 19 200 min
MD - Elong. @ Max. Load (%) 75 61 69 73 67 75 66 66 78 63 69 6
TD - Elong. @ Max. Load (%) 126 107 93 102 103 109 104 93 102 126 107 11
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 144 162 143 143 140 146 9 80 min
MD Machine Direction TD Transverse Direction
Page 7 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010573
TRI Log #: 22893
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)2.2 5.1 5.2 4.2 1.8 3.7 1.6 1.0 min
A - MD Average Peel Strength (g/in)1012 2302 2374 1893 795 1675 732
B - MD Average Peel Strength (ppi)5.6 0.7 2.1 1.8 3.4 2.7 1.9 1.0 min
B - MD Average Peel Strength (g/in)2542 326 953 826 1539 1237 848
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)364 376 367 371 363 358 363 380 383 390 371 10
358 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)24.70 25.40 24.20 25.20 24.70 23.60 24.00 24.50 26.20 25.70
Mass/unit area (lbs./sq.ft)0.40 0.41 0.39 0.41 0.40 0.38 0.39 0.40 0.42 0.42 0.40 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.952 0.953 0.953 0.953 0.001 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.29 2.38 2.34 0.06 2.0-3.0
MD Machine Direction
Page 8 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010573
TRI Log #: 22893 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 4.27 3.16 3.26 3.76 3.53 4.74 3.29 3.15 3.25 3.67 3.61 0.53
Mass/Unit Area (oz/sq.yd) 9.93 7.35 7.58 8.75 8.21 11.03 7.65 7.33 7.56 8.54 8.39 1.23 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 406 208 167 181 185 296 226 190 318 281 246 77 200 min
TD - Tensile Strength (lbs) 282 237 258 257 247 284 266 243 278 230 258 19 200 min
MD - Elong. @ Max. Load (%) 71 81 53 73 68 79 79 90 57 69 72 11
TD - Elong. @ Max. Load (%) 138 104 89 116 111 113 93 95 111 104 108 14
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 156 129 130 111 159 137 20 80 min
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.50 3.75 3.16 3.51 4.04 3.86 2.93 3.48 3.38 3.92 3.55 0.35
Mass/Unit Area (oz/sq.yd) 8.14 8.72 7.35 8.16 9.40 8.98 6.82 8.09 7.86 9.12 8.26 0.81 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 377 205 200 232 253 284 355 196 208 301 261 66 200 min
TD - Tensile Strength (lbs) 290 248 249 264 208 282 255 253 290 263 260 24 200 min
MD - Elong. @ Max. Load (%) 70 65 62 82 69 77 61 68 67 62 68 7
TD - Elong. @ Max. Load (%) 111 88 99 89 89 116 91 89 99 99 97 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 125 150 153 116 178 144 25 80 min
MD Machine Direction TD Transverse Direction
Page 9 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010613
TRI Log #: 22893
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)1.6 2.4 3.0 7.9 1.8 3.3 2.6 1.0 min
A - MD Average Peel Strength (g/in)745 1085 1344 3568 822 1513 1173
B - MD Average Peel Strength (ppi)6.5 1.7 5.4 1.7 4.0 3.8 2.2 1.0 min
B - MD Average Peel Strength (g/in)2951 749 2447 772 1811 1746 986
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)372 379 367 373 363 365 371 363 364 364 368 5
363 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)25.30 26.40 25.10 26.50 25.10 24.60 25.00 24.00 23.70 24.80
Mass/unit area (lbs./sq.ft)0.41 0.43 0.41 0.43 0.41 0.40 0.41 0.39 0.38 0.40 0.41 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.953 0.953 0.953 0.953 0.000 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.16 2.15 2.16 0.01 2.0-3.0
MD Machine Direction
Page 10 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010613
TRI Log #: 22893 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.82 3.64 3.44 3.61 3.69 3.63 3.42 3.69 3.39 4.27 3.66 0.25
Mass/Unit Area (oz/sq.yd) 8.89 8.47 8.00 8.40 8.58 8.44 7.95 8.58 7.89 9.93 8.51 0.59 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 352 257 213 189 261 306 228 249 204 307 257 52 200 min
TD - Tensile Strength (lbs) 255 297 284 272 265 265 254 236 279 265 267 17 200 min
MD - Elong. @ Max. Load (%) 56 75 62 73 68 57 73 71 55 57 65 8
TD - Elong. @ Max. Load (%) 107 98 105 91 96 118 96 93 94 109 101 9
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 183 149 134 158 157 156 18 80 min
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.69 3.32 3.90 3.55 3.86 4.07 3.69 3.14 3.11 3.89 3.62 0.33
Mass/Unit Area (oz/sq.yd) 8.58 7.72 9.07 8.26 8.98 9.47 8.58 7.30 7.23 9.05 8.42 0.78 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 332 220 238 199 262 284 195 210 255 286 248 44 200 min
TD - Tensile Strength (lbs) 287 257 272 274 235 254 281 249 250 265 262 16 200 min
MD - Elong. @ Max. Load (%) 59 63 68 61 68 64 61 71 67 59 64 4
TD - Elong. @ Max. Load (%) 111 87 96 93 117 111 100 101 89 97 100 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 176 148 100 165 129 144 30 80 min
MD Machine Direction TD Transverse Direction
Page 11 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010653
TRI Log #: 22893
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)1.8 1.9 0.5 7.8 7.2 3.8 3.4 1.0 min
A - MD Average Peel Strength (g/in)808 867 225 3537 3287 1745 1545
B - MD Average Peel Strength (ppi)4.5 3.6 3.4 1.4 1.3 2.8 1.4 1.0 min
B - MD Average Peel Strength (g/in)2057 1616 1539 640 577 1286 649
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)372 356 358 376 359 358 367 374 368 375 366 8
356 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)26.20 24.10 24.10 26.30 24.10 24.20 24.80 24.90 24.70 25.40
Mass/unit area (lbs./sq.ft)0.42 0.39 0.39 0.43 0.39 0.39 0.40 0.40 0.40 0.41 0.40 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.954 0.954 0.954 0.954 0.000 0.94 min
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.31 2.21 2.26 0.07 2.0-3.0
MD Machine Direction
Page 12 of 13
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010653
TRI Log #: 22893 GEOTEXTILE - SIDE A
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.75 3.38 3.42 3.66 3.65 4.82 3.65 3.81 3.16 3.08 3.64 0.48
Mass/Unit Area (oz/sq.yd) 8.72 7.86 7.95 8.51 8.49 11.21 8.49 8.86 7.35 7.16 8.46 1.12 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 238 158 238 234 409 267 355 230 265 264 266 70 200 min
TD - Tensile Strength (lbs) 278 244 265 211 244 254 260 242 330 247 258 31 200 min
MD - Elong. @ Max. Load (%) 66 62 67 65 57 61 61 69 75 57 64 6
TD - Elong. @ Max. Load (%) 111 95 89 89 102 95 100 90 97 111 98 8
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 164 143 157 132 116 142 19 80 min
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.45 3.60 3.35 3.23 4.01 3.57 3.32 3.14 3.10 4.10 3.49 0.34
Mass/Unit Area (oz/sq.yd) 8.02 8.37 7.79 7.51 9.33 8.30 7.72 7.30 7.21 9.54 8.11 0.80 8 min
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 220 196 181 231 322 300 195 220 232 317 241 52 200 min
TD - Tensile Strength (lbs) 290 252 262 252 264 281 258 244 240 244 259 16 200 min
MD - Elong. @ Max. Load (%) 81 80 69 68 63 61 67 67 61 55 67 8
TD - Elong. @ Max. Load (%) 105 103 107 92 100 111 92 86 88 98 98 9
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 120 158 146 133 154 142 15 80 min
MD Machine Direction TD Transverse Direction
Page 13 of 13
Mail To:Bill To:
John Workman <= Same
Waste Management, Inc
email: [e-mail] email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project:Great Oak Landfill
TRI Job Reference Number:22511
Material(s) Tested:Five, Skaps TN330-2-8 Double Sided Geocomposite(s)
Test(s) Requested:Peel Strength (ASTM D 7005) - GC
Mass/Unit Area (ASTM D 5261) - GN
Thickness (ASTM D 5199) - GN
Density (ASTM D 1505) - GN
Carbon Content (ASTM D 4218) - GN
Mass/Unit Area (ASTM D 5261) - GT
Grab Tensile (ASTM D 4632) - GT
Puncture Strength (ASTM D 4833) - GT
If you have any questions or require any additional information, please call us at 1-800-880-8378
Sincerely,
Mansukh PatelLaboratory ManagerGeosynthetic Services Divisionwww.GeosyntheticTesting.com
*Signature is on file
July 27, 2016
Page 1 of 11
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010245
TRI Log #: 22511
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)1.3 1.9 2.1 1.0 2.9 1.8 0.7
A - MD Average Peel Strength (g/in)604 849 944 468 1317 836 329
B - MD Average Peel Strength (ppi)1.4 2.5 1.3 5.0 3.9 2.8 1.6
B - MD Average Peel Strength (g/in)640 1149 608 2247 1771 1283 717
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)379 379 379 374 370 384 369 370 376 374 375 5
369 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)24.69 24.98 25.35 24.11 24.33 23.85 24.79 25.00 24.75 24.37
Mass/unit area (lbs./sq.ft)0.40 0.40 0.41 0.39 0.39 0.39 0.40 0.41 0.40 0.39 0.40 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.951 0.951 0.952 0.951 0.001
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.00 2.00 2.00 0.00
MD Machine Direction
Page 2 of 11
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010245
TRI Log #: 22511 GEOTEXTILE - SIDE A
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.89 3.36 3.52 3.48 3.56 4.00 3.46 3.15 3.58 3.76 3.58 0.25
Mass/Unit Area (oz/sq.yd) 9.05 7.82 8.19 8.09 8.28 9.30 8.05 7.33 8.33 8.75 8.32 0.58
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 325 247 204 245 290 301 179 207 211 213 242 49
TD - Tensile Strength (lbs) 261 277 268 249 234 262 246 274 254 272 260 14
MD - Elong. @ Max. Load (%) 72 74 71 73 57 69 77 64 74 61 69 6
TD - Elong. @ Max. Load (%) 119 97 91 108 123 118 95 103 107 115 107 11
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 150 142 124 145 175 147 18
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.71 3.28 3.19 3.32 4.41 3.69 3.27 3.35 3.57 3.35 3.51 0.36
Mass/Unit Area (oz/sq.yd) 8.63 7.63 7.42 7.72 10.26 8.58 7.61 7.79 8.30 7.79 8.17 0.84
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 325 173 199 211 198 304 191 244 209 237 229 50
TD - Tensile Strength (lbs) 261 257 279 278 256 279 261 286 260 245 266 13
MD - Elong. @ Max. Load (%) 65 75 67 69 63 69 92 77 62 64 70 9
TD - Elong. @ Max. Load (%) 109 99 95 129 110 119 88 95 97 129 107 15
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 170 128 134 125 141 140 18
MD Machine Direction TD Transverse Direction
Page 3 of 11
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010289
TRI Log #: 22511
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)1.4 1.9 0.8 2.6 4.4 2.2 1.4
A - MD Average Peel Strength (g/in)631 863 374 1176 1979 1005 620
B - MD Average Peel Strength (ppi)2.8 1.0 2.2 3.4 1.8 2.2 0.9
B - MD Average Peel Strength (g/in)1262 472 994 1521 817 1013 403
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)369 365 375 375 379 377 395 368 378 376 375 8
365 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)24.44 24.83 24.62 24.06 24.35 23.78 24.67 25.04 24.35 24.76
Mass/unit area (lbs./sq.ft)0.40 0.40 0.40 0.39 0.39 0.39 0.40 0.41 0.39 0.40 0.40 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.954 0.955 0.955 0.955 0.001
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.18 2.18 2.18 0.00
MD Machine Direction
Page 4 of 11
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010289
TRI Log #: 22511 GEOTEXTILE - SIDE A
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.83 3.40 3.15 3.41 3.70 4.43 3.12 3.26 3.17 3.83 3.53 0.42
Mass/Unit Area (oz/sq.yd) 8.91 7.91 7.33 7.93 8.61 10.30 7.26 7.58 7.37 8.91 8.21 0.97
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 366 226 216 213 319 277 204 217 200 259 250 55
TD - Tensile Strength (lbs) 276 283 251 226 237 261 300 257 247 258 260 22
MD - Elong. @ Max. Load (%) 70 66 70 70 61 68 65 73 63 61 67 4
TD - Elong. @ Max. Load (%) 121 90 90 102 107 122 95 97 107 117 105 12
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 171 180 171 126 140 158 23
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.75 3.14 3.26 3.61 3.91 4.15 3.23 3.32 3.72 3.80 3.59 0.34
Mass/Unit Area (oz/sq.yd) 8.72 7.30 7.58 8.40 9.09 9.65 7.51 7.72 8.65 8.84 8.35 0.78
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 339 237 204 209 266 306 196 174 209 248 239 52
TD - Tensile Strength (lbs) 277 256 272 244 272 267 268 327 272 266 272 21
MD - Elong. @ Max. Load (%) 69 71 77 57 69 71 63 68 61 63 67 6
TD - Elong. @ Max. Load (%) 125 113 99 100 117 117 95 106 122 115 111 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 170 178 140 123 147 152 22
MD Machine Direction TD Transverse Direction
Page 5 of 11
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010332
TRI Log #: 22511
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)4.7 1.7 2.3 1.3 1.8 2.3 1.3
A - MD Average Peel Strength (g/in)2111 754 1022 581 831 1060 609
B - MD Average Peel Strength (ppi)1.6 3.7 1.4 2.2 2.6 2.3 0.9
B - MD Average Peel Strength (g/in)740 1684 622 1017 1185 1050 419
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)388 368 357 372 366 359 365 363 368 366 367 9
357 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)24.33 23.38 24.48 23.61 24.17 25.06 24.47 24.75 24.58 24.76
Mass/unit area (lbs./sq.ft)0.39 0.38 0.40 0.38 0.39 0.41 0.40 0.40 0.40 0.40 0.39 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.952 0.952 0.952 0.952 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.13 2.05 2.09 0.06
MD Machine Direction
Page 6 of 11
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010332
TRI Log #: 22511 GEOTEXTILE - SIDE A
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.57 3.50 3.81 3.75 3.76 4.61 3.32 3.11 3.27 3.54 3.62 0.41
Mass/Unit Area (oz/sq.yd) 8.30 8.14 8.86 8.72 8.75 10.72 7.72 7.23 7.61 8.23 8.43 0.96
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 384 189 150 235 239 297 216 278 177 266 243 68
TD - Tensile Strength (lbs) 265 249 263 314 272 248 257 293 272 244 268 22
MD - Elong. @ Max. Load (%) 63 56 58 75 65 61 65 79 79 71 67 8
TD - Elong. @ Max. Load (%) 129 99 93 103 108 109 97 114 109 103 106 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 179 153 180 126 171 162 23
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.32 3.69 3.04 3.08 4.91 3.19 3.50 3.06 3.34 4.92 3.61 0.72
Mass/Unit Area (oz/sq.yd) 7.72 8.58 7.07 7.16 11.42 7.42 8.14 7.12 7.77 11.44 8.39 1.67
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 334 250 188 224 344 251 191 206 201 294 248 58
TD - Tensile Strength (lbs) 259 252 251 256 254 233 202 263 254 269 249 19
MD - Elong. @ Max. Load (%) 66 72 67 69 56 61 73 89 65 69 69 9
TD - Elong. @ Max. Load (%) 118 103 97 104 104 117 89 102 105 118 106 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 142 117 127 172 165 144 24
MD Machine Direction TD Transverse Direction
Page 7 of 11
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010368
TRI Log #: 22511
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)1.5 2.1 1.8 3.5 4.7 2.7 1.4
A - MD Average Peel Strength (g/in)672 962 799 1598 2129 1232 615
B - MD Average Peel Strength (ppi)5.9 4.9 2.2 1.1 0.9 3.0 2.3
B - MD Average Peel Strength (g/in)2674 2202 981 513 401 1354 1027
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)382 368 365 373 370 380 383 384 373 367 374 7
365 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)24.32 24.64 24.17 23.96 24.84 24.27 23.98 25.05 23.69 24.77
Mass/unit area (lbs./sq.ft)0.39 0.40 0.39 0.39 0.40 0.39 0.39 0.41 0.38 0.40 0.39 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.953 0.953 0.953 0.953 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.16 2.20 2.18 0.03
MD Machine Direction
Page 8 of 11
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010368
TRI Log #: 22511 GEOTEXTILE - SIDE A
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.81 3.34 3.55 3.53 3.89 3.92 3.55 3.32 3.39 3.54 3.58 0.22
Mass/Unit Area (oz/sq.yd) 8.86 7.77 8.26 8.21 9.05 9.12 8.26 7.72 7.89 8.23 8.34 0.51
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 316 290 248 296 230 284 255 201 234 263 262 35
TD - Tensile Strength (lbs) 286 277 282 225 244 244 289 287 254 286 267 23
MD - Elong. @ Max. Load (%) 67 77 81 67 70 66 73 76 70 69 71 5
TD - Elong. @ Max. Load (%) 131 100 106 109 113 113 97 100 106 112 109 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 150 135 146 134 150 143 8
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.45 3.18 3.14 3.41 3.77 4.04 3.04 3.38 3.48 3.75 3.46 0.31
Mass/Unit Area (oz/sq.yd) 8.02 7.40 7.30 7.93 8.77 9.40 7.07 7.86 8.09 8.72 8.06 0.73
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 337 224 234 208 365 285 193 219 210 264 254 58
TD - Tensile Strength (lbs) 262 243 247 265 243 248 257 277 259 243 254 11
MD - Elong. @ Max. Load (%) 73 69 80 69 64 69 67 70 68 63 69 5
TD - Elong. @ Max. Load (%) 122 106 101 106 103 119 87 95 100 100 104 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 143 125 119 170 125 137 21
MD Machine Direction TD Transverse Direction
Page 9 of 11
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010414
TRI Log #: 22511
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Peel Strength (ASTM D 7005)
A - MD Average Peel Strength (ppi)2.2 1.0 1.1 2.0 0.9 1.4 0.6
A - MD Average Peel Strength (g/in)1003 441 486 899 391 644 285
B - MD Average Peel Strength (ppi)2.2 3.9 3.2 3.5 3.1 3.2 0.6
B - MD Average Peel Strength (g/in)976 1757 1444 1603 1385 1433 294
Note: A and B represent a randomly assigned top and bottom of the sample
Thickness (ASTM D 5199)GEONET COMPONENT
Thickness (mils)384 367 371 369 386 366 373 363 365 374 372 8
363 << min
Mass/Unit Area (ASTM D 5261)GEONET COMPONENT
5" diameter Circle - Mass (g)23.63 24.53 23.76 24.89 24.19 24.33 24.24 24.18 24.25 24.73
Mass/unit area (lbs./sq.ft)0.38 0.40 0.38 0.40 0.39 0.39 0.39 0.39 0.39 0.40 0.39 0.01
Density (ASTM D 1505)GEONET COMPONENT
Density (g/cm3)0.951 0.951 0.951 0.951 0.000
Carbon Black Content (ASTM D 4218)GEONET COMPONENT
% Carbon Black 2.23 2.31 2.27 0.06
MD Machine Direction
Page 10 of 11
GEOCOMPOSITE TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Skaps TN330-2-8 Double Sided Geocomposite
Sample Identification: 71221010414
TRI Log #: 22511 GEOTEXTILE - SIDE A
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.46 3.48 3.71 3.56 4.02 3.81 3.25 3.33 3.27 3.95 3.58 0.28
Mass/Unit Area (oz/sq.yd) 8.05 8.09 8.63 8.28 9.35 8.86 7.56 7.75 7.61 9.19 8.34 0.65
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 344 239 301 227 256 243 226 231 248 328 264 44
TD - Tensile Strength (lbs) 236 242 272 296 269 226 243 300 291 274 265 27
MD - Elong. @ Max. Load (%) 67 65 67 76 71 67 71 66 69 58 68 5
TD - Elong. @ Max. Load (%) 117 91 101 107 107 110 89 113 106 121 106 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 162 152 133 132 138 144 13
GEOTEXTILE - SIDE B
Mass/Unit Area (ASTM D 5261)
5" diameter Circle - Mass (g) 3.61 3.36 3.03 3.47 3.79 4.14 3.23 3.12 3.52 3.94 3.52 0.36
Mass/Unit Area (oz/sq.yd) 8.40 7.82 7.05 8.07 8.82 9.63 7.51 7.26 8.19 9.16 8.19 0.83
Grab Tensile Properties (ASTM D 4632)
MD - Tensile Strength (lbs) 296 213 207 215 319 265 190 255 185 278 242 47
TD - Tensile Strength (lbs) 275 250 264 262 274 247 216 257 294 251 259 21
MD - Elong. @ Max. Load (%) 64 70 70 83 57 63 70 72 65 68 68 7
TD - Elong. @ Max. Load (%) 125 94 97 101 115 117 100 101 109 109 107 10
Puncture Resistance (ASTM D 4833)
Puncture Strength (lbs) 147 119 141 138 139 137 10
MD Machine Direction TD Transverse Direction
Page 11 of 11
Appendix E
Geosynthetic Clay Liner
Appendix E-1
MQC Certifications
Sincerely,
YATES, STUART L
Quality Assurance Coordinator
CETCO Lovell Plant
Date:29-Aug-2016 11:08
Purchase Order: 1000032893
ORDER NUMBER: 55006362
WASTE MANAGEMENT
75 SWAMP FOX RUN
SUMTER,SC,29150
To Whom it May Concern:
Please find enclosed the MQA/MQC test data package for Geosynthetic Clay Liner shipments to
WASTE MANAGEMENT
The enclosed data package includes results of all the MQC tests required by ASTM D5889, with the exception of index
flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once per
production lot (once per week), unless a higher frequency is required by the project specifications. Because of the GCL's
low permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity results associated
with this lot of material will be provided under separate cover as soon as they are available.
Although the index flux/hydraulic conductivity test results are not yet available, CETCO accepts responsibility for our
GCL should be index flux/hydraulic conductivity test produce unacceptable results. If, upon delivery and prior to
installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO will
replace the nonconforming material at no charge.
Questions regarding this information should be directed to CETCO Technical Services
at [e-mail].
PREPARED BY:YATES, STUART L
Quality Assurance Coordinator
CETCO
AMERICAN COLLOID COMPANY
92 HIGHWAY 37
LOVELL, 82431, WY
Telephone: [phone]
Email: [e-mail]
GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE
PROJECT NAME:
CUSTOMER P.O.:1000032893
ORDER NUMBER:55006362
PREPARED FOR:WASTE MANAGEMENT
CONTENTS:
•Product Certifications
•GCL Order Packing List and MQA Tracking Form
•GCL Manufacturing Quality control test data
•Bentonite clay certification
•Raw Material Test results
Sincerely,
YATES, STUART L
Quality Assurance Coordinator
CETCO Lovell Plant
PRODUCT CERTIFICATIONS
PROJECT NAME:
CUSTOMER P.O.: 1000032893
ORDER NUMBER: 55006362
PREPARED FOR: WASTE MANAGEMENT
The GCL Manufactured for the above-referenced order number is certified to meet the values listed in the tables below:
GCL PROPERTY SPECIFICATIONS FOR BENTOMAT DN-SFT
Test Method Test Method Property Test Frequency Certified Value
ASTM D5887 GCL-Hydraulic Conductivity Weekly 5x10-9 - cm/s
ASTM D5887 GCL-Index Flux Weekly 1x10-8 - m3/m2/s
ASTM D5890 Bentonite Free Swell 1 per 50 Tons 24 - ml
ASTM D5891 Bentonite Fluid Loss 1 per 50 Tons 18 - ml
ASTM D5993 Bentonite Mass/Area 40,000 sq ft (4,000 sq m) .75 - lbs/sq ft
ASTM D6243 GCL Hydrated Internal Shear Strength Periodic 500 - psf
ASTM D6496 GCL Peel Strength 40,000 sq ft (4,000 sq m)**5 - lbs/in
ASTM D6768 GCL Grab Strength 200,000 sq ft (20,000 sq m) 50 - lbs/in
Bentonite property tests are performed at a bentonite processing facility before shipment to CETCO's production facility.
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. Upon request tensile and peel results can be reported per modified ASTM D 4632 using 4 inch grips.
NEEDLE DETECTION AND REMOVAL PROCEDURE
CETCO hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually passed
under a magnet for needle removal and then screened with a metal detection device. CETCO certifies Bentomat® to be
essentially free of broken needless and fragments of needles that would negatively effect the performance of the final product.
GCL PACKING LIST AND MQA TRACKING FORM
Listing of finished and raw materials used to produce certification package number 55006362
GCL GEOTEXTILE CLAY
BENTOMAT DN-SFT 01-9514 01-8991 CG 50-BLK
Order GCL Lot#GCL Roll#Length Width Weight Sq. ft Roll # Tested Cap1 Roll #Base1 Roll #Clay Lot #
55006362 LL-34-2016 5096 200 14.5 3200 2900 5096 2024526851 J20316657 L-235-16-B
55006362 LL-34-2016 5097 200 14.5 2980 2900 5096 700112951 J20316657 L-235-16-B
55006362 LL-34-2016 5099 200 14.5 3950 2900 5096 700112951 J20316657 L-235-16-B
55006362 LL-34-2016 5100 200 14.5 3915 2900 5096 700112951 J20316657 L-235-16-B
55006362 LL-34-2016 5101 200 14.5 3925 2900 5096 700112951 J20316657 L-235-16-B
55006362 LL-34-2016 5102 200 14.5 3950 2900 5096 2024565090 J20316656 L-235-16-B
55006362 LL-34-2016 5103 200 14.5 3850 2900 5096 2024565090 J20316656 L-235-16-B
55006362 LL-34-2016 5104 200 14.5 3850 2900 5096 2024565090 J20316656 L-235-16-B
55006362 LL-34-2016 5105 200 14.5 3825 2900 5096 2024565090 J20316656 L-235-16-B
55006362 LL-34-2016 5106 200 14.5 3780 2900 5096 2024565090 J20316656 L-235-16-B
55006362 LL-34-2016 5107 200 14.5 3845 2900 5096 2024565090 J20316656 L-235-16-B
55006362 LL-34-2016 5108 200 14.5 3845 2900 5096 2024581508 J20316659 L-235-16-B
55006362 LL-34-2016 5109 200 14.5 3860 2900 5109 2024581508 J20316659 L-235-16-B
55006362 LL-34-2016 5110 200 14.5 3920 2900 5109 2024581508 J20316659 L-235-16-B
55006362 LL-34-2016 5111 200 14.5 3910 2900 5109 2024581508 J20316659 L-235-16-B
55006362 LL-34-2016 5112 200 14.5 3855 2900 5109 2024581508 J20316659 L-235-16-B
55006362 LL-34-2016 5113 200 14.5 3850 2900 5109 2024581508 J20316659 L-235-16-B
55006362 LL-34-2016 5114 200 14.5 3880 2900 5109 2024581473 J20316659 L-235-16-B
55006362 LL-34-2016 5115 200 14.5 3885 2900 5109 2024581473 J20316659 L-235-16-B
55006362 LL-34-2016 5116 200 14.5 3890 2900 5109 2024581473 J20316659 L-235-16-B
55006362 LL-34-2016 5117 200 14.5 3875 2900 5109 2024581473 J20316659 L-235-16-B
55006362 LL-34-2016 5118 200 14.5 3880 2900 5109 2024581473 J20316659 L-235-16-B
55006362 LL-34-2016 5119 200 14.5 3850 2900 5109 2024581472 J20316642 L-235-16-B
55006362 LL-34-2016 5120 200 14.5 3865 2900 5109 2024581472 J20316642 L-235-16-B
55006362 LL-34-2016 5121 200 14.5 3830 2900 5109 2024581472 J20316642 L-235-16-B
55006362 LL-34-2016 5122 200 14.5 3845 2900 5122 2024581472 J20316642 L-235-16-B
55006362 LL-34-2016 5123 200 14.5 3830 2900 5122 2024581472 J20316642 L-235-16-B
55006362 LL-34-2016 5124 200 14.5 3825 2900 5122 2024581472 J20316642 L-235-16-B
55006362 LL-34-2016 5125 200 14.5 3875 2900 5122 2024581477 J20316642 L-235-16-B
55006362 LL-34-2016 5126 200 14.5 3825 2900 5122 2024581477 J20316642 L-235-16-C
55006362 LL-34-2016 5127 200 14.5 3850 2900 5122 2024581477 J20316642 L-235-16-C
55006362 LL-34-2016 5128 200 14.5 3800 2900 5122 2024581477 J20316654 L-235-16-C
55006362 LL-34-2016 5129 200 14.5 3850 2900 5122 2024581477 J20316654 L-235-16-C
55006362 LL-34-2016 5130 200 14.5 3775 2900 5122 2024581477 J20316654 L-235-16-C
55006362 LL-34-2016 5131 200 14.5 3790 2900 5122 2024581474 J20316654 L-235-16-C
55006362 LL-34-2016 5132 200 14.5 3800 2900 5122 2024581474 J20316654 L-235-16-C
55006362 LL-34-2016 5133 200 14.5 3810 2900 5122 2024581474 J20316654 L-235-16-C
55006362 LL-34-2016 5134 200 14.5 3835 2900 5122 2024581474 J20316654 L-235-16-C
55006362 LL-34-2016 5135 200 14.5 3810 2900 5135 2024581474 J20316654 L-235-16-C
55006362 LL-34-2016 5136 200 14.5 3820 2900 5135 2024581487 J20316654 L-235-16-C
55006362 LL-34-2016 5137 200 14.5 3845 2900 5135 2024581487 J20316654 L-235-16-C
55006362 LL-34-2016 5138 200 14.5 3870 2900 5135 2024581487 J20316654 L-235-16-C
55006362 LL-34-2016 5139 200 14.5 3850 2900 5135 2024581487 J20316631 L-235-16-C
55006362 LL-34-2016 5140 200 14.5 3870 2900 5135 2024581487 J20316631 L-235-16-C
55006362 LL-34-2016 5141 200 14.5 3880 2900 5135 2024581487 J20316631 L-235-16-C
55006362 LL-34-2016 5142 200 14.5 3895 2900 5135 700116120 J20316631 L-235-16-C
55006362 LL-34-2016 5143 200 14.5 3800 2900 5135 700116120 J20316631 L-235-16-C
55006362 LL-34-2016 5144 200 14.5 3855 2900 5135 700116120 J20316631 L-235-16-C
55006362 LL-34-2016 5145 200 14.5 3780 2900 5135 700116120 J20316631 L-235-16-C
55006362 LL-34-2016 5146 200 14.5 3795 2900 5135 700116120 J20316631 L-235-16-C
55006362 LL-34-2016 5147 200 14.5 3710 2900 5135 2024581462 J20316668 L-235-16-C
55006362 LL-34-2016 5148 200 14.5 3830 2900 5148 2024581462 J20316668 L-235-16-C
55006362 LL-34-2016 5149 200 14.5 3815 2900 5148 2024581462 J20316668 L-235-16-C
55006362 LL-34-2016 5150 200 14.5 3880 2900 5148 2024581462 J20316668 L-235-16-C
55006362 LL-34-2016 5151 200 14.5 3865 2900 5148 2024581462 J20316668 L-235-16-C
55006362 LL-34-2016 5152 200 14.5 3850 2900 5148 2024581462 J20316668 L-235-16-C
55006362 LL-34-2016 5153 200 14.5 3860 2900 5148 2024581475 J20316668 L-235-16-C
55006362 LL-34-2016 5154 200 14.5 3870 2900 5148 2024581475 J20316668 L-235-16-C
55006362 LL-34-2016 5155 200 14.5 3880 2900 5148 2024581475 J20316668 L-235-16-C
55006362 LL-34-2016 5156 200 14.5 3860 2900 5148 2024581475 J20316668 L-235-16-C
55006362 LL-34-2016 5157 200 14.5 3865 2900 5148 2024581475 J20316668 L-235-16-C
55006362 LL-34-2016 5158 200 14.5 3870 2900 5148 700116126 2024556285 L-235-16-C
55006362 LL-34-2016 5159 200 14.5 3790 2900 5148 700116126 2024556285 L-235-16-C
55006362 LL-34-2016 5160 200 14.5 3845 2900 5148 700116126 2024556285 L-235-16-C
55006362 LL-34-2016 5161 200 14.5 3725 2900 5161 700116126 2024556285 L-235-16-C
55006362 LL-34-2016 5162 200 14.5 3890 2900 5161 700116126 2024556285 L-235-16-C
55006362 LL-34-2016 5163 200 14.5 3845 2900 5161 700116126 2024556285 L-235-16-C
55006362 LL-34-2016 5164 200 14.5 3855 2900 5161 2024581488 2024556285 L-235-16-C
55006362 LL-34-2016 5165 200 14.5 3855 2900 5161 2024581488 2024556285 L-235-16-C
55006362 LL-34-2016 5166 200 14.5 3915 2900 5161 2024581488 2024556285 L-235-16-C
55006362 LL-34-2016 5167 200 14.5 3890 2900 5161 2024581488 J20309390 L-235-16-D
55006362 LL-34-2016 5168 200 14.5 3850 2900 5161 2024581488 J20309390 L-235-16-D
55006362 LL-34-2016 5169 200 14.5 3880 2900 5161 2024581488 J20309390 L-235-16-D
55006362 LL-34-2016 5170 200 14.5 3865 2900 5161 2024581488 J20309390 L-235-16-D
55006362 LL-34-2016 5171 200 14.5 3820 2900 5161 2024581469 J20309390 L-235-16-D
55006362 LL-34-2016 5172 200 14.5 3805 2900 5161 2024581469 J20309390 L-235-16-D
55006362 LL-34-2016 5173 200 14.5 3815 2900 5161 2024581469 J20309390 L-235-16-D
55006362 LL-34-2016 5174 200 14.5 3800 2900 5174 2024581469 J20309390 L-235-16-D
55006362 LL-34-2016 5175 200 14.5 3795 2900 5174 2024581469 J20309390 L-235-16-D
55006362 LL-34-2016 5176 200 14.5 3830 2900 5174 700112976 2024531367 L-235-16-D
55006362 LL-34-2016 5177 200 14.5 3900 2900 5174 700112976 2024531367 L-235-16-D
55006362 LL-34-2016 5178 200 14.5 3765 2900 5174 700112976 2024531367 L-235-16-D
55006362 LL-34-2016 5179 200 14.5 3785 2900 5174 700112976 2024531367 L-235-16-D
55006362 LL-34-2016 5180 200 14.5 3680 2900 5174 700112976 2024531367 L-235-16-D
55006362 LL-34-2016 5181 200 14.5 3755 2900 5174 2024581489 2024531367 L-235-16-D
55006362 LL-34-2016 5182 200 14.5 3710 2900 5174 2024581489 2024531367 L-235-16-D
55006362 LL-34-2016 5183 200 14.5 3725 2900 5174 2024581489 2024531367 L-235-16-D
55006362 LL-34-2016 5184 200 14.5 3785 2900 5174 2024581489 2024531367 L-235-16-D
55006362 LL-34-2016 5185 200 14.5 3740 2900 5185 2024581489 2024531367 L-235-16-D
55006362 LL-34-2016 5186 200 14.5 3730 2900 5185 2024581468 2024531367 L-235-16-D
55006362 LL-34-2016 5187 200 14.5 3690 2900 5185 2024581468
2024581468
J20316646
J20316646
L-235-16-D
L-235-16-D55006362 LL-34-2016 5188 200 14.5 3725 2900 5185
55006362 LL-34-2016 5189 200 14.5 3810 2900 5185 2024581468 J20316646 L-235-16-D
55006362 LL-34-2016 5190 200 14.5 3750 2900 5185 2024581468 J20316646 L-235-16-D
55006362 LL-34-2016 5191 200 14.5 3675 2900 5185 2024581468 J20316646 L-235-16-D
55006362 LL-34-2016 5192 200 14.5 3750 2900 5185 2024581484 J20316646 L-235-16-D
55006362 LL-34-2016 5193 200 14.5 3720 2900 5185 2024581484 J20316646 L-235-16-D
55006362 LL-34-2016 5194 200 14.5 3730 2900 5185 2024581484 J20316646 L-235-16-D
55006362 LL-34-2016 5195 200 14.5 3730 2900 5185 2024581483 J20316626 L-235-16-D
55006362 LL-34-2016 5196 200 14.5 3755 2900 5185 2024581483 J20316626 L-235-16-D
55006362 LL-34-2016 5197 200 14.5 3705 2900 5185 2024581483 J20316626 L-235-16-D
55006362 LL-34-2016 5198 200 14.5 3720 2900 5198 2024581483 J20316626 L-235-16-D
55006362 LL-34-2016 5199 200 14.5 3800 2900 5198 2024581483 J20316626 L-235-16-D
55006362 LL-34-2016 5200 200 14.5 3770 2900 5198 2024581483 J20316626 L-235-16-D
55006362 LL-34-2016 5201 200 14.5 3720 2900 5198 2024581483 J20316626 L-235-16-D
55006362 LL-34-2016 5202 200 14.5 3730 2900 5198 2024527073 J20316626 L-235-16-D
55006362 LL-34-2016 5203 200 14.5 3775 2900 5198 2024527073 J20316626 L-235-16-D
55006362 LL-34-2016 5204 200 14.5 3770 2900 5198 2024527073 J20316626 L-235-16-D
55006362 LL-34-2016 5205 200 14.5 3855 2900 5198 2024527073 J20316626 L-235-16-D
55006362 LL-34-2016 5206 200 14.5 3880 2900 5198 2024527073 J20316653 L-235-16-D
55006362 LL-34-2016 5207 200 14.5 3875 2900 5198 2024527073 J20316653 L-235-16-D
55006362 LL-34-2016 5208 200 14.5 3910 2900 5198 2024581464 J20316653 L-235-16-D
55006362 LL-34-2016 5209 200 14.5 3885 2900 5198 2024581464 J20316653 L-235-16-E
55006362 LL-34-2016 5210 200 14.5 3870 2900 5198 2024581464 J20316653 L-235-16-E
55006362 LL-34-2016 5211 200 14.5 3850 2900 5211 2024581464 J20316653 L-235-16-E
55006362 LL-34-2016 5212 200 14.5 3870 2900 5211 2024581464 J20316653 L-235-16-E
55006362 LL-34-2016 5213 200 14.5 3860 2900 5211 2024581464 J20316653 L-235-16-E
55006362 LL-34-2016 5214 200 14.5 3850 2900 5211 2024581465 J20316653 L-235-16-E
55006362 LL-34-2016 5215 200 14.5 3860 2900 5211 2024581465 J20316665 L-235-16-E
55006362 LL-34-2016 5216 200 14.5 3820 2900 5211 2024581465 J20316665 L-235-16-E
55006362 LL-34-2016 5217 200 14.5 3800 2900 5211 2024581465 J20316665 L-235-16-E
55006362 LL-34-2016 5218 200 14.5 3810 2900 5211 2024581465 J20316665 L-235-16-E
55006362 LL-34-2016 5219 200 14.5 3850 2900 5211 2024581467 J20316665 L-235-16-E
55006362 LL-34-2016 5220 200 14.5 3815 2900 5211 2024581467
2024581467
J20316665
J20316665
L-235-16-E
L-235-16-E55006362 LL-34-2016 5221 200 14.5 3815 2900 5211
55006362 LL-34-2016 5222 200 14.5 3880 2900 5211 2024581467 J20316665 L-235-16-E
55006362 LL-34-2016 5223 200 14.5 3830 2900 5211 2024581467 J20316665 L-235-16-E
55006362 LL-34-2016 5224 200 14.5 3790 2900 5224 2024581467 J20316665 L-235-16-E
55006362 LL-34-2016 5225 200 14.5 3825 2900 5224 2024581486 J20316666 L-235-16-E
55006362 LL-34-2016 5226 200 14.5 3825 2900 5224 2024581486 J20316666 L-235-16-E
55006362 LL-34-2016 5227 200 14.5 3830 2900 5224 2024581486 J20316666 L-235-16-E
55006362 LL-34-2016 5228 200 14.5 3805 2900 5224 2024581486 J20316666 L-235-16-E
55006362 LL-34-2016 5229 200 14.5 3795 2900 5224 2024581486 J20316666 L-235-16-E
55006362 LL-34-2016 5230 200 14.5 3835 2900 5224 2024581486 J20316666 L-235-16-E
55006362 LL-34-2016 5231 200 14.5 3860 2900 5224 2024581471 J20316666 L-235-16-E
55006362 LL-34-2016 5232 200 14.5 3885 2900 5224 2024581471 J20316666 L-235-16-E
55006362 LL-34-2016 5233 200 14.5 3920 2900 5224 2024581471 J20316666 L-235-16-E
55006362 LL-34-2016 5234 200 14.5 3905 2900 5224 2024581471 J20316666 L-235-16-E
55006362 LL-34-2016 5235 200 14.5 3890 2900 5224 2024581485 J20316627 L-235-16-E
55006362 LL-34-2016 5236 200 14.5 3870 2900 5224 2024581485 J20316627 L-235-16-E
55006362 LL-34-2016 5237 200 14.5 3900 2900 5237 2024581485 J20316627 L-235-16-E
55006362 LL-34-2016 5238 200 14.5 3860 2900 5237 2024581485 J20316627 L-235-16-E
55006362 LL-34-2016 5239 200 14.5 3855 2900 5237 2024581485 J20316627 L-235-16-E
55006362 LL-34-2016 5240 200 14.5 3860 2900 5237 2024581485 J20316627 L-235-16-E
55006362 LL-34-2016 5241 200 14.5 3790 2900 5237 2024581485 J20316627 L-235-16-E
55006362 LL-34-2016 5242 200 14.5 3800 2900 5237 2024527063 J20316627 L-235-16-E
55006362 LL-34-2016 5243 200 14.5 3760 2900 5237 2024527063 J20316627 L-235-16-E
55006362 LL-34-2016 5244 200 14.5 3855 2900 5237 2024527063 J20316627 L-235-16-E
55006362 LL-34-2016 5245 200 14.5 3845 2900 5237 2024527063 J20309392 L-235-16-E
55006362 LL-34-2016 5246 200 14.5 3855 2900 5237 2024527063 J20309392 L-235-16-E
55006362 LL-34-2016 5247 200 14.5 3830 2900 5237 J20299892 J20309392 L-235-16-F
55006362 LL-34-2016 5248 200 14.5 3840 2900 5237 J20299892 J20309392 L-235-16-F
55006362 LL-34-2016 5249 200 14.5 3810 2900 5237 J20299892 J20309392 L-235-16-F
55006362 LL-34-2016 5250 200 14.5 3770 2900 5250 J20299892 J20309392 L-235-16-F
55006362 LL-34-2016 5251 200 14.5 3820 2900 5250 J20299892 J20309392 L-235-16-F
55006362 LL-34-2016 5252 200 14.5 3840 2900 5250 J20299892 J20309392 L-235-16-F
55006362 LL-34-2016 5253 200 14.5 3825 2900 5250 J20299892 J20309392 L-235-16-F
55006362 LL-34-2016 5254 200 14.5 3815 2900 5250 2024527088 J20309392 L-235-16-F
55006362 LL-34-2016 5255 200 14.5 3820 2900 5250 2024527088 J20316650 L-235-16-F
55006362 LL-34-2016 5256 200 14.5 3785 2900 5250 2024527088 J20316650 L-235-16-F
55006362 LL-34-2016 5257 200 14.5 3830 2900 5250 2024527088 J20316650 L-235-16-F
55006362 LL-34-2016 5258 200 14.5 3815 2900 5250 2024581479 J20316650 L-235-16-F
55006362 LL-34-2016 5259 200 14.5 3870 2900 5250 2024581479 J20316650 L-235-16-F
55006362 LL-34-2016 5260 200 14.5 3875 2900 5250 2024581479 J20316650 L-235-16-F
55006362 LL-34-2016 5261 200 14.5 3885 2900 5250 2024581479 J20316650 L-235-16-F
55006362 LL-34-2016 5262 200 14.5 3925 2900 5250 2024581479 J20316650 L-235-16-F
55006362 LL-34-2016 5263 200 14.5 3840 2900 5263 2024581479 2024510210 L-235-16-F
55006362 LL-34-2016 5264 200 14.5 3890 2900 5263 J20316570 2024510210 L-235-16-F
55006362 LL-34-2016 5265 200 14.5 3870 2900 5263 J20316570 2024510210 L-235-16-F
55006362 LL-34-2016 5266 200 14.5 3855 2900 5263 J20316570 2024510210 L-235-16-F
55006362 LL-34-2016 5267 200 14.5 3850 2900 5263 J20316570 2024510210 L-235-16-F
55006362 LL-34-2016 5268 200 14.5 3900 2900 5263 J20316570 2024510210 L-235-16-F
55006362 LL-34-2016 5269 200 14.5 3850 2900 5263 J20316570 2024510210 L-235-16-F
55006362 LL-34-2016 5270 200 14.5 3795 2900 5263 J20316570 2024510210 L-235-16-F
55006362 LL-34-2016 5271 200 14.5 3815 2900 5263 J20316562 2024510210 L-235-16-F
55006362 LL-34-2016 5272 200 14.5 3805 2900 5263 J20316562 2024510210 L-235-16-F
55006362 LL-34-2016 5273 200 14.5 3805 2900 5263 J20316562 2024510210 L-235-16-F
55006362 LL-34-2016 5274 200 14.5 3810 2900 5263 J20316562 J20316651 L-235-16-F
55006362 LL-34-2016 5275 200 14.5 3860 2900 5263 J20316562 J20316651 L-235-16-F
55006362 LL-34-2016 5276 200 14.5 3820 2900 5276 J20316562 J20316651 L-235-16-F
Total Sq Ft: 52200
0
Total Number of Rolls Certified: 180
GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 55006362 have been tested in our production facility lab.
Product Lot# Tested Roll#
Tested Mass Area Grab Strength Peel Strength
ASTM Test Method:ASTM D5993 ASTM D6768 ASTM D6496
Required Value:.75 - lbs/sq ft 50 - lbs/in 5 - lbs/in
BENTOMAT DN-SFT LL-34-2016 5096 .98 103 5
BENTOMAT DN-SFT LL-34-2016 5109 1 103 6.3
BENTOMAT DN-SFT LL-34-2016 5122 .93 103 7.6
BENTOMAT DN-SFT LL-34-2016 5135 1.01 103 6.1
BENTOMAT DN-SFT LL-34-2016 5148 .89 103 8
BENTOMAT DN-SFT LL-34-2016 5161 .99 101.7 7.5
BENTOMAT DN-SFT LL-34-2016 5174 .94 101.7 5.9
BENTOMAT DN-SFT LL-34-2016 5185 1 81.9 5.3
BENTOMAT DN-SFT LL-34-2016 5198 .91 81.9 6.7
BENTOMAT DN-SFT LL-34-2016 5211 .96 81.9 9.2
BENTOMAT DN-SFT LL-34-2016 5224 .91 81.9 8.1
BENTOMAT DN-SFT LL-34-2016 5237 .84 81.9 9.2
BENTOMAT DN-SFT LL-34-2016 5250 1.01 92.4 6.5
BENTOMAT DN-SFT LL-34-2016 5263 .94 92.5 8.6
BENTOMAT DN-SFT LL-34-2016 5276 1 92.5 7.6
L-235-16-E 11.7 27 16.2
L-235-16-F 10.9 30 16.2
BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 55006362 has been tested by American Colloid Company
and yielded the following results.
Clay Lot #Moist Swell Fluid Loss
ASTM Test Method: ASTM D2216 ASTM D5890 ASTM D5891
Required Value: 12 - %24 - ml 18 - ml
L-235-16-B 10.6 25 16.2
L-235-16-C 11.25 26 16.2
L-235-16-D 11.2 24 16.2
GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS
The GCL in certification package number 55006362 was manufactured with geotextiles which were tested with the following results.
BASE GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
01-8991 J20316657 6.3 227.3
01-8991 J20316659 6.3 227.3
01-8991 J20316642 6.3 205.5
01-8991 J20316654 6.1 208.9
01-8991 J20316631 6.4 232.7
01-8991 J20316668 6.1 219.3
01-8991 2024556285 6.75 275.47
01-8991 J20309390 6 200.9
01-8991 2024531367 7.24 270.95
01-8991 J20316646 6.2 224.6
01-8991 J20316626 6.8 202.3
01-8991 J20316653 6.1 208.9
01-8991 J20316665 6.1 219.3
01-8991 J20316666 6.1 219.3
01-8991 J20316627 6.8 202.3
01-8991 J20309392 8.4 200.9
01-8991 J20316656 6.1 208.9
01-8991 2024510210 6.66 242.19
01-8991 J20316650 6.2 219
COVER GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
01-9514 2024526851 7.44 192.12
01-9514 700112951 6.19 74
01-9514 2024565090 6.62 149.5
01-8991 J20316651 6.2 219
01-9514 2024581508 6.9 167.47
01-9514 2024581473 8.09 202.12
01-9514 2024581472 8.09 202.12
01-9514 2024581477 7.1 168.65
01-9514 2024581474 8.09 202.12
01-9514 2024581487 6.97 156.45
01-9514 700116120 7.57 74
01-9514 2024581462 6.64 115.42
01-9514 2024581475 8.09 202.12
01-9514 700116126 7.22 91
01-9514 2024581488 6.97 156.45
01-9514 2024581469 6.98 154.24
01-9514 700112976 6.56 100
01-9514 2024581489 6.97 156.45
01-9514 2024581468 6.98 154.24
01-9514 2024581484 6.61 151.3
01-9514 2024581483 6.61 151.3
01-9514 2024527073 6.46 168.78
01-9514 2024581464 6.64 115.42
01-9514 2024581465 6.64 115.42
01-9514 2024581467 6.98 154.24
01-9514 2024581486 6.97 156.45
01-9514 2024581471 8.09 202.12
01-9514 2024581485 6.61 151.3
01-9514 2024527063 6.64 154.93
01-9514 J20299892 6.8 107
01-9514 2024527088 6.79 180.78
01-9514 2024581479 7.1 168.65
01-9514 J20316570 6.8 129
01-9514 J20316562 6.8 137
Certifications from our suppliers are on file at our production facility.
An '*' or 'PT' indicates supplier certifications were unavailable prior to shipping so testing was performed at a CETCO lab.
HU#/Rolls Mass/Unit Area MD Elong @ Break MD Tensile @ Break Puncture XMD Elong @ Break XMD Tensile @ Break
Shipped oz/yd2 %lb lb %lb
D-5261 D-4632 D-4632 D-4833 D-4632 D-4632
2024556285 6.75 65 275.47 140.83 85 299.94
2024531367 7.24 77 270.95 143.44 75 344.1
2024510210 6.66 59 242.19 143.13 74 261.67
ELONG ELONG GRAB GRAB PUNC WEIGHT
ATION ATION TENSILE TENSILE TURE ASTM
(CD)(MD)(CD)(MD)D5261
ASTM ASTM ASTM ASTM ASTM
D4632 D4632 D4632 D4632 D4833
%%LBS LBS LBS OZ/YD2
J20316626 64.4 50.2 162.2 202.3 103.2 6.8
J20316642 75.8 50.8 161.5 205.5 98.6 6.3
J20316646 73.4 54.6 190.8 224.6 106.2 6.2
J20316651 69.8 52.2 194.2 219.0 110.8 6.2
J20316653 73.6 52.2 166.4 208.9 93.0 6.1
J20316654 73.6 52.2 166.4 208.9 93.0 6.1
J20316656 73.6 52.2 166.4 208.9 93.0 6.1
J20316657 71.0 51.2 180.5 227.3 109.0 6.3
J20316659 71.0 51.2 180.5 227.3 109.0 6.3
J20309390 61.4 53.2 185.7 200.9 109.6 6.0
J20309392 61.4 53.2 185.7 200.9 109.6 8.4
J20316627 64.4 50.2 162.2 202.3 103.2 6.8
J20316631 75.4 51.8 183.6 232.7 108.8 6.4
J20316650 69.8 52.2 194.2 219.0 110.8 6.2
J20316665 73.0 51.8 179.3 219.3 104.6 6.1
J20316666 73.0 51.8 179.3 219.3 104.6 6.1
J20316668 73.0 51.8 179.3 219.3 104.6 6.1
FULL GEOTEXTILE CERT 01-8991
ROLL#Weight Grab Tensile MD Elongation MD Grab Tensile XMD Elongation XMD Puncture Thickness
ASTM Method D5261 D4632 D4632 D4632 D4632 D4833 D5199
Units oz/syd lbs %lbs %lbs (mils)
TARGET 6.00 45 90 45 90 50 110
700112951 6.19 74 101 139 101 75 128
700112976 6.56 100 92 125 101 61 125
700116120 7.57 74 157 132 142 72 155
700116126 7.22 91 115 160 141 81 141
ELONG ELONG GRAB GRAB PUNC THICK WEIGHT
ATION ATION TENSILE TENSILE TURE NESS ASTM
(CD)(MD)(CD)(MD)D5261
ASTM ASTM ASTM ASTM ASTM ASTM
D4632 D4632 D4632 D4632 D4833 D5199
%%LBS LBS LBS MILS OZ/YD2
J20316562 117 113 206 137 94 133.6 6.8
J20316570 115 109 204 129 95 131.8 6.8
J20299892 111 139 179 107 84 140.2 6.8
HU#/Rolls Mass/Unit Area MD Elong @ Break MD Tensile @ Break Puncture Thickness XMD Elong @ BreakXMD Tensile @ Break
Shipped oz/yd2 %lb lb mil %lb
D-5261 D-4632 D-4632 D-4833 D-5199 D-4632 D-4632
2024581462 6.64 91 115.42 78.46 151 130 224
2024581465 6.64 91 115.42 78.46 151 130 224
2024581467 6.98 91 154.24 78.46 139 100 287.17
2024581468 6.98 91 154.24 78.46 139 100 287.17
2024581469 6.98 91 154.24 78.46 139 100 287.17
2024581471 8.09 97 202.12 78.46 158 122 291.92
2024581472 8.09 97 202.12 78.46 158 122 291.92
2024581473 8.09 97 202.12 78.46 158 122 291.92
2024581474 8.09 97 202.12 78.46 158 122 291.92
2024581475 8.09 97 202.12 78.46 158 122 291.92
2024581477 7.1 110 168.65 78.46 149 116 259.62
2024581483 6.61 129 151.3 78.46 140 161 236.15
2024581484 6.61 129 151.3 78.46 140 161 236.15
2024581486 6.97 108 156.45 78.46 139 124 215.93
2024581487 6.97 108 156.45 78.46 139 124 215.93
2024581488 6.97 108 156.45 78.46 139 124 215.93
2024581489 6.97 108 156.45 78.46 139 124 215.93
2024581508 6.9 113 167.47 78.46 142 143 241.97
2024565090 6.62 117 149.5 88.91 145 149 241.19
2024581464 6.64 91 115.42 78.46 151 130 224
2024581485 6.61 129 151.3 78.46 140 161 236.15
2024527063 6.64 136 154.93 90.34 134 173 223.08
2024527073 6.46 133 168.78 90.34 138 159 232.91
2024527088 6.79 174 180.78 103.52 145 174 253.81
2024526851 7.44 133 192.12 97.39 149 149 257.3
FULL GEOTEXTILE CERT 01-9514
Sincerely,
YATES, STUART L
Quality Assurance Coordinator
CETCO Lovell Plant

Date:15-Sep-2016 13:14
Purchase Order:1000032893
ORDER NUMBER:55006854
WASTE MANAGEMENT
75 SWAMP FOX RUN
SUMTER,SC,29150
To Whom it May Concern:
Please find enclosed the MQA/MQC test data package for Geosynthetic Clay Liner shipments to
WASTE MANAGEMENT
The enclosed data package includes results of all the MQC tests required by ASTM D5889, with the exception of index
flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once per
production lot (once per week), unless a higher frequency is required by the project specifications. Because of the GCL's
low permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity results associated
with this lot of material will be provided under separate cover as soon as they are available.
Although the index flux/hydraulic conductivity test results are not yet available, CETCO accepts responsibility for our
GCL should be index flux/hydraulic conductivity test produce unacceptable results. If, upon delivery and prior to
installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO will
replace the nonconforming material at no charge.
Questions regarding this information should be directed to CETCO Technical Services
at [e-mail].
PREPARED BY:YATES, STUART L
Quality Assurance Coordinator
CETCO
AMERICAN COLLOID COMPANY
92 HIGHWAY 37
LOVELL, 82431, WY
Telephone: [phone]
Email: [e-mail]
GEOSYNTHETIC CLAY LINER
MANUFACTURING QUALITY ASSURANCE DATA PACKAGE
PROJECT NAME:
CUSTOMER P.O.:1000032893
ORDER NUMBER:55006854
PREPARED FOR:WASTE MANAGEMENT
CONTENTS:
•Product Certifications
•GCL Order Packing List and MQA Tracking Form
•GCL Manufacturing Quality control test data
•Bentonite clay certification
•Raw Material Test results
Sincerely,
YATES, STUART L
Quality Assurance Coordinator
CETCO Lovell Plant
PRODUCT CERTIFICATIONS
PROJECT NAME:
CUSTOMER P.O.: 1000032893
ORDER NUMBER: 55006854
PREPARED FOR: WASTE MANAGEMENT
The GCL Manufactured for the above-referenced order number is certified to meet the values listed in the tables below:
GCL PROPERTY SPECIFICATIONS FOR BENTOMAT DN-SFT
Test Method Test Method Property Test Frequency Certified Value
ASTM D5887 GCL-Hydraulic Conductivity *1/100,000 sq ft 5x10-9 - cm/s
ASTM D5887 GCL-Index Flux *1/100,000 sq ft 1x10-8 - m3/m2/s
ASTM D5890 Bentonite Free Swell 1 per 50 Tons 24 - ml
ASTM D5891 Bentonite Fluid Loss 1 per 50 Tons 18 - ml
ASTM D5993 Bentonite Mass/Area 40,000 sq ft (4,000 sq m) .75 - lbs/sq ft
ASTM D6243 GCL Hydrated Internal Shear Strength *1 per Project 500 - psf
ASTM D6496 GCL Peel Strength 40,000 sq ft (4,000 sq m)*5 - lbs/in
ASTM D6768 GCL Grab Strength 200,000 sq ft (20,000 sq m) 50 - lbs/in
Bentonite property tests are performed at a bentonite processing facility before shipment to CETCO's production facility.
All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using
ASTM D 6496. Upon request tensile and peel results can be reported per modified ASTM D 4632 using 4 inch grips.
NEEDLE DETECTION AND REMOVAL PROCEDURE
CETCO hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually passed
under a magnet for needle removal and then screened with a metal detection device. CETCO certifies Bentomat® to be
essentially free of broken needless and fragments of needles that would negatively effect the performance of the final product.
GCL PACKING LIST AND MQA TRACKING FORM
Listing of finished and raw materials used to produce certification package number 55006854
GCL GEOTEXTILE CLAY
BENTOMAT DN-SFT 01-9514 01-8991 CG 50-BLK
Order GCL Lot#GCL Roll#Length Width Weight Sq. ft Roll # Tested Cap1 Roll #Base1 Roll #Clay Lot #
55006854 LL-37-2016 6109 200 14.5 3600 2900 6109 2024563125 2024558639 L-253-16-D
55006854 LL-37-2016 6110 200 14.5 3800 2900 6109 2024563125 2024558639 L-253-16-D
55006854 LL-37-2016 6111 200 14.5 2775 2900 6109 700116112 2024558639 L-253-16-D
55006854 LL-37-2016 6112 200 14.5 3740 2900 6109 700116112 2024558639 L-253-16-D
55006854 LL-37-2016 6113 200 14.5 3770 2900 6109 700116112 2024558639 L-253-16-D
55006854 LL-37-2016 6114 200 14.5 3780 2900 6109 700116112 2024558639 L-253-16-D
55006854 LL-37-2016 6115 200 14.5 3710 2900 6109 700116112 2024558639 L-253-16-D
55006854 LL-37-2016 6116 200 14.5 3880 2900 6109 700116117 2024558639 L-253-16-D
55006854 LL-37-2016 6117 200 14.5 3845 2900 6109 700116117 2024558639 L-253-16-D
55006854 LL-37-2016 6118 200 14.5 3850 2900 6109 700116114 2024473064 L-253-16-D
55006854 LL-37-2016 6119 200 14.5 3865 2900 6109 700116114 2024473064 L-253-16-D
55006854 LL-37-2016 6120 200 14.5 3875 2900 6109 700116114 2024473064 L-253-16-D
55006854 LL-37-2016 6121 200 14.5 3880 2900 6109 700116114 2024473064 L-253-16-D
55006854 LL-37-2016 6122 200 14.5 3855 2900 6122 700116114 2024473064 L-253-16-D
55006854 LL-37-2016 6123 200 14.5 3870 2900 6122 700116114 2024473064 L-253-16-D
55006854 LL-37-2016 6124 200 14.5 3840 2900 6122 700116118 2024473064 L-253-16-D
55006854 LL-37-2016 6125 200 14.5 3895 2900 6122 700116118 2024473064
2022599050
2022599050
2022599050
2022599050
2022599050
2022599050
2022599050
L-253-16-D
55006854 LL-37-2016 6126 200 14.5 3880 2900 6122 700116118 L-253-16-D
55006854 LL-37-2016 6127 200 14.5 3820 2900 6122 700116118 L-253-16-D
55006854 LL-37-2016 6128 200 14.5 3780 2900 6122 700116118 L-253-16-D
55006854 LL-37-2016 6129 200 14.5 3780 2900 6122 700116118 L-253-16-D
55006854 LL-37-2016 6130 200 14.5 3895 2900 6122 2024565085 L-253-16-D
55006854 LL-37-2016 6131 200 14.5 3900 2900 6122 2024565085 L-253-16-D
55006854 LL-37-2016 6132 200 14.5 3920 2900 6122 2024565085 L-253-16-D
55006854 LL-37-2016 6133 200 14.5 2930 2900 6122 2024565085 J20316664 L-253-16-D
55006854 LL-37-2016 6134 200 14.5 3860 2900 6122 2024565085 J20316664 L-253-16-D
55006854 LL-37-2016 6135 200 14.5 3855 2900 6135 2024565083 J20316664 L-253-16-D
55006854 LL-37-2016 6136 200 14.5 3860 2900 6135 2024565083 J20316664 L-253-16-D
55006854 LL-37-2016 6137 200 14.5 3875 2900 6135 2024565083 J20316664 L-253-16-D
55006854 LL-37-2016 6138 200 14.5 3875 2900 6135 2024565083 J20316664 L-253-16-D
55006854 LL-37-2016 6139 200 14.5 3860 2900 6135 2024565030 J20316664 L-253-16-D
55006854 LL-37-2016 6140 200 14.5 3845 2900 6135 2024565030 J20316664 L-253-16-D
55006854 LL-37-2016 6141 200 14.5 3880 2900 6135 2024565030 J20316664 L-253-16-D
55006854 LL-37-2016 6142 200 14.5 3820 2900 6135 2024565030 J20309372 L-253-16-D
55006854 LL-37-2016 6143 200 14.5 3830 2900 6135 2024565030 J20316633 L-253-16-D
55006854 LL-37-2016 6144 200 14.5 3850 2900 6135 2024565030 J20316633 L-253-16-D
55006854 LL-37-2016 6145 200 14.5 3815 2900 6135 2024563539 J20316633 L-253-16-D
55006854 LL-37-2016 6146 200 14.5 3830 2900 6135 2024563539 J20316633 L-253-16-E
55006854 LL-37-2016 6147 200 14.5 3820 2900 6135 2024563539 J20316633 L-253-16-E
55006854 LL-37-2016 6148 200 14.5 3820 2900 6148 2024563545 J20316633 L-253-16-E
55006854 LL-37-2016 6149 200 14.5 3810 2900 6148 2024563545 J20316633 L-253-16-E
55006854 LL-37-2016 6150 200 14.5 3775 2900 6148 2024563545 J20309382 L-253-16-E
55006854 LL-37-2016 6151 200 14.5 3800 2900 6148 2024563545 J20309382 L-253-16-E
55006854 LL-37-2016 6152 200 14.5 3780 2900 6148 2024563545 J20309382 L-253-16-E
55006854 LL-37-2016 6153 200 14.5 3790 2900 6148 2024563545 J20309382 L-253-16-E
55006854 LL-37-2016 6154 200 14.5 3800 2900 6148 2024563545 J20309382 L-253-16-E
55006854 LL-37-2016 6155 200 14.5 3800 2900 6148 2024563074 J20309382 L-253-16-E
55006854 LL-37-2016 6156 200 14.5 3750 2900 6148 2024563074 J20309382 L-253-16-E
55006854 LL-37-2016 6157 200 14.5 3780 2900 6148 2024563074 J20309382 L-253-16-E
55006854 LL-37-2016 6158 200 14.5 3760 2900 6148 2024563074 J20309382 L-253-16-E
55006854 LL-37-2016 6159 200 14.5 3795 2900 6148 2024563074 J20309382 L-253-16-E
55006854 LL-37-2016 6160 200 14.5 3715 2900 6148 700096359 J20309382 L-253-16-E
55006854 LL-37-2016 6161 200 14.5 3800 2900 6161 700096359 J20309382 L-253-16-E
55006854 LL-37-2016 6162 200 14.5 3695 2900 6161 700096359 J20309375 L-253-16-E
55006854 LL-37-2016 6163 200 14.5 3770 2900 6161 700082375 J20309375 L-253-16-E
55006854 LL-37-2016 6164 200 14.5 3770 2900 6161 700082375 J20309375 L-253-16-E
55006854 LL-37-2016 6165 200 14.5 3790 2900 6161 700082375 J20309375 L-253-16-E
55006854 LL-37-2016 6166 200 14.5 3780 2900 6161 700082375 J20309375 L-253-16-E
55006854 LL-37-2016 6167 200 14.5 3810 2900 6161 700082375 J20309375 L-253-16-E
55006854 LL-37-2016 6168 200 14.5 3760 2900 6161 700116131 J20309375 L-253-16-E
55006854 LL-37-2016 6169 200 14.5 3805 2900 6161 700116131 2024558627 L-253-16-E
55006854 LL-37-2016 6170 200 14.5 3725 2900 6161 700116131 2024558627 L-253-16-E
55006854 LL-37-2016 6171 200 14.5 3700 2900 6161 700116131 2024558627 L-253-16-E
55006854 LL-37-2016 6172 200 14.5 3615 2900 6161 700116131 2024558627 L-253-16-E
55006854 LL-37-2016 6173 200 14.5 3710 2900 6161 J20303613 2024558627 L-253-16-E
55006854 LL-37-2016 6174 200 14.5 3710 2900 6174 J20303613 2024558627 L-253-16-E
55006854 LL-37-2016 6175 200 14.5 3700 2900 6174 J20303613 2024558627 L-253-16-E
55006854 LL-37-2016 6176 200 14.5 3655 2900 6174 J20303613 2024558627 L-253-16-E
55006854 LL-37-2016 6177 200 14.5 3650 2900 6174 J20303613 J20309405 L-253-16-E
55006854 LL-37-2016 6178 200 14.5 3655 2900 6174 J20303613 J20309405 L-253-16-E
55006854 LL-37-2016 6179 200 14.5 3635 2900 6174 J20303613 J20309405 L-253-16-E
55006854 LL-37-2016 6180 200 14.5 3725 2900 6174 2024581519 J20309405 L-253-16-E
55006854 LL-37-2016 6181 200 14.5 3750 2900 6174 2024581519 J20309405 L-253-16-E
55006854 LL-37-2016 6182 200 14.5 3720 2900 6174 2024581519 J20309405 L-253-16-E
55006854 LL-37-2016 6183 200 14.5 3705 2900 6174 2024581519 J20309405 L-253-16-E
55006854 LL-37-2016 6184 200 14.5 3680 2900 6174 2024581519 J20309405 L-253-16-E
55006854 LL-37-2016 6185 200 14.5 3680 2900 6174 2024565075 J20309405 L-253-16-E
55006854 LL-37-2016 6186 200 14.5 3700 2900 6174 2024565075 2024556289 L-253-16-F
55006854 LL-37-2016 6187 200 14.5 3670 2900 6187 2024565075 2024556289 L-253-16-F
55006854 LL-37-2016 6188 200 14.5 3745 2900 6187 2024565075 2024556289 L-253-16-F
55006854 LL-37-2016 6189 200 14.5 3720 2900 6187 2024565075 2024556289 L-253-16-F
55006854 LL-37-2016 6190 200 14.5 3725 2900 6187 2024565075
091416ANWA
091416ANWA
091416ANWA
091416ANWA
2024556289 L-253-16-F
55006854 LL-37-2016 6191 200 14.5 3735 2900 6187 2024556289 L-253-16-F
55006854 LL-37-2016 6192 200 14.5 3675 2900 6187 2024556289 L-253-16-F
55006854 LL-37-2016 6193 200 14.5 3695 2900 6187 2024556289 L-253-16-F
55006854 LL-37-2016 6194 200 14.5 3695 2900 6187 J20309372 L-253-16-F
55006854 LL-37-2016 6195 200 14.5 3705 2900 6187 2024581509 J20309372 L-253-16-F
55006854 LL-37-2016 6196 200 14.5 3710 2900 6187 2024581509 J20309372 L-253-16-F
55006854 LL-37-2016 6197 200 14.5 3745 2900 6187 2024581509 J20309372 L-253-16-F
55006854 LL-37-2016 6198 200 14.5 3700 2900 6187 2024581509 J20309372 L-253-16-F
55006854 LL-37-2016 6199 200 14.5 3720 2900 6187 2024581509 J20309372 L-253-16-F
55006854 LL-37-2016 6200 200 14.5 3685 2900 6200 2024581509 J20309372 L-253-16-F
55006854 LL-37-2016 6201 200 14.5 3670 2900 6200 700092492 J20309372 L-253-16-F
55006854 LL-37-2016 6202 200 14.5 3650 2900 6200 700092492 J20316651 L-253-16-F
55006854 LL-37-2016 6203 200 14.5 3670 2900 6200 700092492 J20316651 L-253-16-F
55006854 LL-37-2016 6204 200 14.5 3620 2900 6200 700092492 J20316651 L-253-16-F
Total Sq Ft: 27840
0
Total Number of Rolls Certified: 96
GCL MANUFACTURING QUALITY CONTROL TEST DATA
The following rolls in GCL certification package number 55006854 have been tested in our production facility lab.
Product Lot# Tested Roll#
Tested Mass Area Grab Strength Peel Strength
ASTM Test Method:ASTM D5993 ASTM D6768 ASTM D6496
Required Value:.75 - lbs/sq ft 50 - lbs/in 5 - lbs/in
BENTOMAT DN-SFT LL-37-2016 6109 .94 76.8 6.2
BENTOMAT DN-SFT LL-37-2016 6122 .97 76.7 12.6
BENTOMAT DN-SFT LL-37-2016 6135 .92 76.7 8
BENTOMAT DN-SFT LL-37-2016 6148 .9 76.7 8.3
BENTOMAT DN-SFT LL-37-2016 6161 .91 76.7 6.6
BENTOMAT DN-SFT LL-37-2016 6174 .9
.93
115.4
115.4
9.3
12.4BENTOMAT DN-SFT LL-37-2016 6187
BENTOMAT DN-SFT LL-37-2016 6200 .88 115.4 9.7
BENTONITE CLAY CERTIFICATION
The Bentonite Clay used to produce package 55006854 has been tested by American Colloid Company
and yielded the following results.
Clay Lot #Moist Swell Fluid Loss
ASTM Test Method: ASTM D2216 ASTM D5890 ASTM D5891
Required Value: 12 - %24 - ml 18 - ml
L-253-16-D 8.3 26 15.6
L-253-16-E 10.3 26 15
L-253-16-F 10.4 26 15
GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS
The GCL in certification package number 55006854 was manufactured with geotextiles which were tested with the following results.
BASE GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
01-8991 2024558639 6.28 222.7
01-8991 2024473064 6.47 214.84
01-8991 J20316664 6.4 228.1
01-8991 J20316633 6.3 226.1
01-8991 J20309382 6 187.4
01-8991 J20309375 6.4 218.9
01-8991 2024558627 6.86 280.48
01-8991 J20309405 6.3 196.1
01-8991 2024556289 6.64 263.95
01-8991 J20309372 6.2 203.7
01-8991 J20316651 6.2 219
COVER GEOTEXTILE
Material Roll Number Mass Area
oz/yd2
Grab Strength
lbs
01-9514 2024563125 6.66 185.75
01-9514 700116112 6.47 89
01-9514 700116117 7.02 90
01-9514 700116114 7.48 63
01-9514 700116118 8.12 68
01-9514 2024565085 6.7 164.12
01-9514 2024565083 7.13 129.16
01-9514 2024565030 6.23 116.41
01-9514 2024563539 6.36 137.86
01-9514 2024563545 6.47 148.27
01-9514 2024563074 6.6 174.48
01-8991 2022599050 6.78 194.83
01-9514 700096359 7.25 75
01-9514 700082375 7.22 98
01-9514 700116131 7.3 85
01-9514 J20303613 6.8 101
01-9514 2024581519 6.95 162.9
01-9514 2024565075 6.43 134.03
01-9514 2024581509 6.9 167.47
01-9514 700092492 7.42 58
Certifications from our suppliers are on file at our production facility.
An '*' or 'PT' indicates supplier certifications were unavailable prior to shipping so testing was performed at a CETCO lab.
01-9514 091416ANWA 7.5 157.4
Form D6243, revision 2
Client:CETCO
Project Name:WM-Great Oak Landfill
Project Location:---
GTX #:305282
Start Date:09/08/16 Tested By:dln
End Date:09/09/16 Checked By:jdt
GCL ID:Roll # 5242 Lot #LL-34-2016
GCL Description:White, nonwoven/Black, nonwoven CETCO GCL
Test Series #:1
Test Profile - Top to Bottom:
Geosynthetic Preparation:
Test Equipment:
Horizontal Displacement, in/min:0.04 inundated
Parameter Point 1 Point 2 Point 3 Point 5 Point 6
Initial Moisture Content, %16.0 ------------
Final Moisture Content, %200.5 ------------
Normal Compressive Stress, psf 200 ------------
Peak Shear Stress, psf 1013 ------------
Post-Peak Shear Stress, psf 324 ------------
Peak Secant Friction Angle, o 78.8 ------------
Post-Peak Secant Friction Angle, o 58.3 ------------
Peak Friction Angle:---degrees
Peak Adhesion:---psf
Post-Peak Friction Angle:---degrees
Post-Peak Adhesion:---psf
---
GCL saturated for 24 hours at normal load prior to shear.
Top box = 12 in x 12 in; Bottom box = 12 in x 12 in; Load cells and LVDTs
connected to data acquisition system for shear force, normal load and horizontal
displacement readings; Flat plate clamping device; surface area = 144 in2
---
---
---
---
Notes: These results apply only to the sample tested for the specific test conditions. The test procedures employed follow accepted industry practice and the
indicated test method. GeoTesting Express has no specific knowledge as to conditioning, origin, sampling procedure or intended use of the material. Values for
cohesion and friction angle determined from best-fit straight line to the data for the specific test conditions. Actual strength parameters may vary and should be
determined by an engineer for site-specific conditions.
textured (spiked) steel plate / GCL / textured (spiked) gripping surface
Internal Shear of GCL Test Series by ASTM D6243
NOTES:
The GCL did not fail internally. The GCL slid along the bottom
textured (spiked) gripping surface.
Figure b. Shear Stress vs. Normal StressFigure a. Shear Force vs. Horizontal Displacement
Test Condition:
Point 4
---
---
0
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CETCO - 92 HWY 37, Lovell, WY. 82431 Computation Sheet : GRI Accredited ASTM D-5887, Index Flux
Sample:
Lot Number:
Roll Number:
Project Name: Flux equation :
48hrs Date:9/13/2016
CET-L-302 2psi 140.6 cm.RN 9/9/2016
4 in.5psi 34.5kPa
* indicates value meets Flux Ratio ASTM termination criteria
Conversions : 2 psi
Initial Final Flux Inflow to
Time Reading Reading Head H Initial K Flux Avg Flux Final K (Gal/Acre Outflow
Date (min)In X Out Y X-Y (cm)(cm)(cm/sec)(m3/m2/sec)(m3/m2/sec)(cm/sec)/Day)Ratio
9/12/2016 0 0.0 24.0 24.0 0.0 24.0 140.63 164.63
100 0.4 23.6 23.6 0.4 23.2 140.63 163.83 4.75E-09 8.22E-09 4.02E-9 1.00
200 0.7 23.3 23.3 0.7 22.6 140.63 163.23 3.58E-09 6.17E-09 *3.03E-9 1.00
300 1.0 23.0 23.0 1.0 22.0 140.63 162.63 3.59E-09 6.17E-09 *3.04E-9 1.00
400 1.3 22.7 22.7 1.3 21.4 140.63 162.03 3.60E-09 6.17E-09 *3.05E-9 1.00
9/13/2016 1343 4.3 19.7 20.0 4.0 15.7 140.63 156.33 3.70E-09 6.21E-09 *3.13E-9 1.11
1443 4.6 19.4 19.7 4.3 15.1 140.63 155.73 3.75E-09 6.17E-09 *6.18E-09 3.17E-9 571 1.00
6.2E-9 -0.23
3.1E-9 cm/s

Bentomat DN Permeability equation : ((0.879*Thickness)/(2*Pi*r^2*Time))*ln(Change in Head)
LL-34-2016
1.079 cm.Hydration :Permeant :
5162
Oak ((Inflow+Outflow)/200)/Pi*r^2/Time
Cell Size : Max. Effective Stress :Requested by :
De-aired DI Water
Test Position : Initial Head :Analyst :Date Started:
Initial Thickness :
Final Flux m3/m2/sec
Final Hydraulic Conductivity
Final Thickness : 0.913 cm.
Flux (English) = Flux * 9.2366E+10
CETCO - 92 HWY 37, Lovell, WY. 82431 Computation Sheet : GRI Accredited ASTM D-5887, Index Flux
Sample:
Lot Number:
Roll Number:
Project Name: Flux equation :
48hrs Date:9/13/2016
CET-L-303 2psi 140.6 cm.RN 9/7/2016
4 in.5psi 34.5kPa
* indicates value meets Flux Ratio ASTM termination criteria
Conversions : 2 psi
Initial Final Flux Inflow to
Time Reading Reading Head H Initial K Flux Avg Flux Final K (Gal/Acre Outflow
Date (min)In X Out Y X-Y (cm)(cm)(cm/sec)(m3/m2/sec)(m3/m2/sec)(cm/sec)/Day)Ratio
9/12/2016 0 0.0 24.0 24.0 0.0 24.0 140.63 164.63
100 0.5 23.5 23.5 0.5 23.0 140.63 163.63 5.27E-09 1.03E-08 4.56E-9 1.00
200 0.9 23.1 23.1 0.9 22.2 140.63 162.83 4.24E-09 8.22E-09 *3.67E-9 1.00
300 1.4 22.6 22.6 1.4 21.2 140.63 161.83 5.33E-09 1.03E-08 *4.61E-9 1.00
400 1.8 22.2 22.2 1.8 20.4 140.63 161.03 4.28E-09 8.22E-09 *3.71E-9 1.00
9/13/2016 1343 5.5 18.5 18.6 5.4 13.1 140.63 153.73 4.25E-09 7.96E-09 *3.68E-9 1.03
1443 5.8 18.2 18.3 5.7 12.5 140.63 153.13 3.38E-09 6.17E-09 *7.45E-09 2.93E-9 688 1.00
7.4E-9 -0.32
3.4E-9 cm/s

Initial Thickness :
Final Flux m3/m2/sec
Final Hydraulic Conductivity
Final Thickness : 0.829 cm.
Flux (English) = Flux * 9.2366E+10
Cell Size : Max. Effective Stress :Requested by :
De-aired DI Water
Test Position : Initial Head :Analyst :Date Started:
Bentomat DN Permeability equation : ((0.879*Thickness)/(2*Pi*r^2*Time))*ln(Change in Head)
LL-34-2016
0.957 cm.Hydration :Permeant :
5195
Oak ((Inflow+Outflow)/200)/Pi*r^2/Time

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Appendix E-2
CQA Conformance Testing Results
Mail To:Bill To:
John Workman <= Same Waste Management, Inc
email: [e-mail] email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report for laboratory testing.
Project: Great Oak Landfill
TRI Job Reference Number:23596
Material(s) Tested:Six, Cetco Bentomat DN GCL(s)
Test(s) Requested:Mass/Unit Area (ASTM D5993)Tensile Strength (ASTM D6768)Peel Strength (ASTM D6496)Index Flux (ASTM D5887)
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
Shawn O'ConnorGeosynthetic Services Divisionwww.GeosyntheticTesting.com cc: [e-mail] (Jeffrey A. Kuhn, Ph.D., P.E. - Division Director)
September 1, 2016
page 1 of 7
GCL TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Cetco Bentomat DN GCL
Sample Identification: Roll 5097
TRI Log #: 23596
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.99 0.98 1.00 1.05 1.02 1.01 0.03 0.75 min
Moisture Content (%)24.1 21.6 23.6 22.2 20.0 22.3 1.6 0.75 min
Tensile Strength (ASTM D6768)
MD - Tensile Strength (lbs/in)105.3 124.1 122.4 135.1 117.1 120.8 10.9 45 min
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)6.0 8.4 10.5 9.0 13.4 9.4 2.7 5.0 min
Index Flux (ASTM D5887)
Index Flux (cm3/cm2/sec)2.3E-07 2.3E-07 1.0E-06 max
Hydraulic Conductivity (cm/sec)3.7E-09 3.7E-09 5.0E-09 max
MD Machine Direction TD Transverse Direction NA Not Available
page 2 of 7
GCL TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Cetco Bentomat DN GCL
Sample Identification: Roll 5131
TRI Log #: 23596
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)1.02 0.99 0.97 0.99 1.01 1.00 0.02 0.75 min
Moisture Content (%)27.0 25.8 22.4 20.7 20.2 23.2 3.0 0.75 min
Tensile Strength (ASTM D6768)
MD - Tensile Strength (lbs/in)111.8 121.8 106.4 124.3 112.8 115.4 7.4 45 min
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)3.1 8.4 4.7 7.7 8.3 6.5 2.4 5.0 min
Index Flux (ASTM D5887)
Index Flux (cm3/cm2/sec)1.9E-07 1.9E-07 1.0E-06 max
Hydraulic Conductivity (cm/sec)2.7E-09 2.7E-09 5.0E-09 max
MD Machine Direction TD Transverse Direction NA Not Available
page 3 of 7
GCL TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Cetco Bentomat DN GCL
Sample Identification: Roll 5165
TRI Log #: 23596
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)1.00 1.09 1.03 0.98 0.93 1.01 0.06 0.75 min
Moisture Content (%)25.4 25.1 24.6 19.9 17.4 22.5 3.6 0.75 min
Tensile Strength (ASTM D6768)
MD - Tensile Strength (lbs/in)87.1 98.7 115.9 100.8 112.1 102.9 11.5 45 min
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)8.5 11.1 8.3 7.5 8.4 8.8 1.4 5.0 min
Index Flux (ASTM D5887)
Index Flux (cm3/cm2/sec)2.3E-07 2.3E-07 1.0E-06 max
Hydraulic Conductivity (cm/sec)3.2E-09 3.2E-09 5.0E-09 max
MD Machine Direction TD Transverse Direction NA Not Available
page 4 of 7
GCL TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Cetco Bentomat DN GCL
Sample Identification: Roll 5199
TRI Log #: 23596
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.90 0.99 0.97 1.08 1.03 0.99 0.07 0.75 min
Moisture Content (%)25.0 25.3 24.6 18.5 19.0 22.5 3.4 0.75 min
Tensile Strength (ASTM D6768)
MD - Tensile Strength (lbs/in)100.9 101.1 114.8 116.1 112.2 109.0 7.5 45 min
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)8.4 9.5 11.6 5.1 5.6 8.0 2.7 5.0 min
Index Flux (ASTM D5887)
Index Flux (cm3/cm2/sec)1.7E-07 1.7E-07 1.0E-06 max
Hydraulic Conductivity (cm/sec)2.5E-09 2.5E-09 5.0E-09 max
MD Machine Direction TD Transverse Direction NA Not Available
page 5 of 7
GCL TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Cetco Bentomat DN GCL
Sample Identification: Roll 5233
TRI Log #: 23596
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)1.15 1.14 1.03 1.05 1.09 1.09 0.05 0.75 min
Moisture Content (%)24.3 25.4 28.2 22.0 22.0 24.4 2.6 0.75 min
Tensile Strength (ASTM D6768)
MD - Tensile Strength (lbs/in)142.1 138.9 137.3 132.1 139.9 138.1 3.8 45 min
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)9.5 12.5 12.5 5.6 9.3 9.9 2.9 5.0 min
Index Flux (ASTM D5887)
Index Flux (cm3/cm2/sec)2.0E-07 2.0E-07 1.0E-06 max
Hydraulic Conductivity (cm/sec)3.4E-09 3.4E-09 5.0E-09 max
MD Machine Direction TD Transverse Direction NA Not Available
page 6 of 7
GCL TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Cetco Bentomat DN GCL
Sample Identification: Roll 5267
TRI Log #: 23596
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.98 1.03 0.96 1.07 1.02 1.01 0.04 0.75 min
Moisture Content (%)25.7 27.0 27.4 18.5 22.0 24.1 3.8 0.75 min
Tensile Strength (ASTM D6768)
MD - Tensile Strength (lbs/in)110.0 124.1 111.2 102.3 96.6 108.8 10.4 45 min
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)12.7 10.8 11.5 15.5 13.1 12.7 1.8 5.0 min
Index Flux (ASTM D5887)
Index Flux (cm3/cm2/sec)1.8E-07 1.8E-07 1.0E-06 max
Hydraulic Conductivity (cm/sec)2.8E-09 2.8E-09 5.0E-09 max
MD Machine Direction TD Transverse Direction NA Not Available
page 7 of 7
Mail To:Bill To:
John Workman <= SameWaste Management, Inc
email: [e-mail] email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report for laboratory testing.
Project: Great Oak Landfill
TRI Job Reference Number:24128
Material(s) Tested:Two, Cetco Bentomat DN GCL(s)
Test(s) Requested:Mass/Unit Area (ASTM D5993)Tensile Strength (ASTM D6768)Peel Strength (ASTM D6496)Index Flux (ASTM D5887)
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
Shawn O'ConnorGeosynthetic Services Divisionwww.GeosyntheticTesting.com cc: [e-mail] (Jeffrey A. Kuhn, Ph.D., P.E. - Division Director)
September 26, 2016
page 1 of 3
GCL TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Cetco Bentomat DN GCL
Sample Identification: Roll # 6110, Lot # LL-37-2016
TRI Log #: 24128
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)1.04 0.98 1.02 1.30 1.01 1.07 0.13 0.75 min
Moisture Content (%)20.7 26.1 23.4 23.5 18.0 22.3 3.1
Tensile Strength (ASTM D6768)
MD - Tensile Strength (lbs/in)55 70 62 95 104 77 21 45 min
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)13.5 11.0 6.7 7.8 17.3 11.3 4.3 5.0 min
Index Flux (ASTM D5887)
Index Flux (m3/m2/sec)2.4E-09 2.4E-09 1.0E-06 max
Hydraulic Conductivity (cm/sec)4.3E-09 4.3E-09 5.0E-09 max
MD Machine Direction
page 2 of 3
GCL TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Cetco Bentomat DN GCL
Sample Identification: Roll 6144, Lot # LL-37-2016
TRI Log #: 24128
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.89 1.04 0.91 1.00 0.98 0.96 0.06 0.75 min
Moisture Content (%)25.3 28.2 20.8 21.8 18.9 23.0 3.7
Tensile Strength (ASTM D6768)
MD - Tensile Strength (lbs/in)84 89 92 83 97 89 6 45 min
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)11.7 6.2 9.0 13.5 14.3 10.9 3.3 5.0 min
Index Flux (ASTM D5887)
Index Flux (m3/m2/sec)2.3E-09 2.3E-09 1.0E-06 max
Hydraulic Conductivity (cm/sec)3.1E-09 3.1E-09 5.0E-09 max
MD Machine Direction
page 3 of 3
Mail To:Bill To:
John Workman <= SameWaste Management, Inc
email: [e-mail] email: [e-mail]
Dear Mr. Workman:
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report for laboratory testing.
Project: Great Oak Landfill
TRI Job Reference Number:24162
Material(s) Tested:One, Cetco Bentomat DN GCL(s)
Test(s) Requested:Mass/Unit Area (ASTM D5993)Tensile Strength (ASTM D6768)Peel Strength (ASTM D6496)Index Flux (ASTM D5887)
If you have any questions or require any additional information, please call us at 1-800-880-8378.
Sincerely,
Shawn O'ConnorGeosynthetic Services Divisionwww.GeosyntheticTesting.com cc: [e-mail] (Jeffrey A. Kuhn, Ph.D., P.E. - Division Director)
September 26, 2016
page 1 of 2
GCL TEST RESULTS
TRI Client: Waste Management, Inc
Project: Great Oak Landfill
Material: Cetco Bentomat DN GCL
Sample Identification: Roll # 6178, Lot # LL-37-2016
TRI Log #: 24162
STD.PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.SPEC.
1 2 3 4 5 6 7 8 9 10
Bentonite - Mass/Unit Area (ASTM D5993, result @ 0% M.C.)
Bentonite mass/unit area (lbs/ft2)0.93 0.90 0.92 0.89 1.00 0.93 0.04 0.75 min
Moisture Content (%)23.7 24.9 25.8 23.6 20.2 23.6 2.1
Tensile Strength (ASTM D6768)
MD - Tensile Strength (lbs/in)94 101 107 98 95 99 5 45 min
Peel Strength (ASTM D6496)
MD - Peel Strength (lbs/in)9.1 11.1 9.1 15.3 10.8 11.1 2.5 5.0 min
Index Flux (ASTM D5887)
Index Flux (m3/m2/sec)2.4E-09 2.4E-09 1.0E-06 max
Hydraulic Conductivity (cm/sec)3.7E-09 3.7E-09 5.0E-09 max
MD Machine Direction
page 2 of 2
Appendix F
Leachate Management Information
Appendix F-1
LCS and LDS Pipe Information
Appendix F-2
LCS and LDS Aggregate Material Laboratory Data
Appendix F-3
LCS and LDS Pipe Camera Inspection
Appendix F-3
Storage Tank
Appendix F-4
Forcemain
Appendix G
Protective Soil Cover
Appendix G-1
Laboratory Results
Appendix H
Leak Location Testing Report
Appendix I
Weekly Summary Field Reports
Appendix J
Photographs
Appendix K
As-Built Drawings