20120040 Ver 1_Handouts_20090618

BEVERLY EAVES PERDUE
GOVERNOR
00M NA-11
a;i - et I ke, G,,ula W
""Ulf
I AGENDA
Eastern Concurrence Meeting
Thursday June 18, 2009
Board Room, Transportation Building
Raleigh, North Carolina
EUGENE A. CONTI, JR.
SECRETARY
1:30 PM — 3:00 PM, Ahmad A]-Sharawneh, Project Planning Engineer, PDEA Branch
TIP No. B-3680, Replacement of Bridge No. 2 on US 15/501 over CSXT and ACWR
tracks in Moore County, Division 8.
Team Members:
Richard Spencer, USAGE
Kim Garvey, USAGE
Felix Davila, FHWA
Ahmad AI-Sharawnch, PDEA
Kathy Matthews, USEPA
Gary Jordan, USFWS
Travis Wilson, WRC
Polly Lespinasse, DWQ
Renee Gledhill-Early, SHPO
NCDOT Technical Support Staff and Other Agency Staff:
Tim Johnson, Division I I
John R.G. Olinger, Division 11
Doug Taylor, Roadway Design
Clayton Walston, Roadway Design
Mark Staley, Roadside Environmental
Marshall Clawson, Hydraulics
William Zcrman, Hydraulics
Rachelle Beauregard, NEU
James Pflaum, NEU
Ed Lewis, HEU
Lcilan Paugh, NEU
Zach McNeil, NEU
Neb Bullock, Structures
A.K. Paschal, Structures
Derrick Weaver, PDEA
Eric Midkiff, PDEA
• The purpose of this meeting is to present the team members with new modified
alternative (alt. I mod.) and to reach concurrence.
MAILING ADDRESS: TELEPHONE; 919-733-3141 LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1.548 MAIL SERVICE CENTER WEBSITE. WWW.NCOOT.ORG RALEIGH NC
RALEIGH NC 27699-1548

Bridge Croup 35
B -3680
Moore County
Purpose of the Meeting,
__ o present tote Merger Team a revision to the preferred alternative (alternative
1 Modified) and to reach concurrence on a selected alternative. During internal
review meeting prior to the letting of the project, some questions were raised
concerning constructability, safety, relocation of utilities and higher cost. The
internal review committee recommended reevaluating the design to address
these issues.
Proiect Description:
The replacement of Bridge No. 2 on US 151501 over CSXT and ACWR tracks in
Moore County. The project study area is located approximately 1 _ feet south
of the i S 15/501 and US . he length of the proposed bridge is
p mately 230 feet.
Alternative 1 Modified (Recommended)
The proposed replacement structure to span the railroad is a five -lane
approximately 230 feet long. Also
culve
inst Iled in Aberdeen Creed a 2X12X10, 150 LF RCB culvert to be
installed below the existing ditch just sout east of the 4 barrel culvert. A five lane
sec io ro e o prove a uire anes needed to accommo ate the high
Volumes of turning traffic on US 151501 at the intersections with US 1 and NC
211.
Alternative 1 (Previously Preferred):
Includes replacement of the existing 216 foot two -lane bridge with a new five -
lane structure located approximately 60 feet west of the existing structure. A five
lane section will provide capacity to accommodate the high volume of traffic and
turning lanes between U_ S 1 and NC 211. ro osed structure is
approximately 780 feet in length and consist of five 12 foot lanes and two four
C
a tots i c
ON
►u reef. i ne proposea structure
as well as Aberdeen ree .
Approach work will extend from approxima e y ee no o approximately
825 feet south of the proposed structure. Approach work includes construction of
(/ZT

new approaches, realignment, and grade adjustment. Traffic will be maintained
on the existing structure during construction. The total project length is
approximately 1765 feet. The intersection of US 151501 and US 1 will be
improved to a T intersection, which corrects sight distance and merging issues
with the existing intersection.
Why Modified Alternative 1?
• Safer because there is no bridge within 100 feet of the intersection of US 7
15/501. Alternative 1 (previously preferred) was within 100 feet of the
bridge -and the intersection. - --
• Safer during inclement weather because elimination of the bridge reduces
risk of icing.
• The current design (alt 1 modified) does not show any conflict with the
utility system. LL�W M.0 4Lt d 7
• There is constructability issue with the bridge approach with the previous L f
design (alt. 1). Also, there is a conflict with the 48" sewer line in the — ✓1WW
previous design (alt. 1). This pipe is in conflict with the end bent and with�'!'`'� ?
the first bent. This may cause additional cost to the current total cost.
• There are no temporary wetland /stream impacts with alt. 1 modified.
• The current cost for this alternative is $2,911,074 less than the previously VILD
selected including mitigation.
• Additional $?50,000.to $500,000 will be saved depending on the method 40
used for utility relocation. dba UAW-tali Lqu ? 1

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Line I I Sec
Item I Des I No.
Description
J v Vl ul .­dlc,,,jia ijepariment of l ransportatton
Unit
Price
1d4� Preliminary Estimate
$
TIP No.
B -3684 )EtOV� County:
M ®®
Route
US 151501
Su2plemental Clearing and Grubbin
FrOln
US 1 to 1000' South of NC 211
$ 4,000.00 $
Typical Section 5 Lane Curb and Gutter
��10,300,000
1,000
Updated Quantities
Prepared By:
Philip Culpepper 4/27/2009
Updated
Requested By:
Clayton Walston 4/23/2009
Quantities
Line I I Sec
Item I Des I No.
Description
Quantity
Unit
Price
Amount
$
Clearing- and.Grubbin __.... ... _.__..
1.4
Acre
$ 40,000.00 $
56;000:00
Su2plemental Clearing and Grubbin
1
Acre
$ 4,000.00 $
4,000.00
Unclassified Excavation
50,000
CY
$
9.00
$
450,000.00
Undercut Excavation
1,500
CY
$
14.00
$
21,000.00
Class IV Sub grade, Stabilization
1,000
Tons
8
34.00
$
34,000.00
Borrow Excavation
120,900
CY
$
9.00
$
1,088,100.00
Drainage Ditch Excavation
200
CY
$
6.50
$
1,300.00
Remove Existing Asphalt Pavement
5,660
SY
$
3.50
$
19,810.00
Select Granular Material
2,000
CY
$
25.00
$
50,000.00
Foundation Cond.Mat, Minor Strs
140
Tons
$
30.00
$
4,200,00
15" RC Pipe Culy, Class 11I
824
LF
S
32.00
$
26,368.00
18" RC Pipe Culv, Class I11
316
LF
$
36.00
$
11,376.00
15" CS Pi ]2e Culy, 0.064" Thick
1.12
LF
$
38.00
$
4,256.00
Fine Grading
10,700
SY
$
2.50
r
$
26,750.00
As hBinder for Plant Mix PG64 -22
275
Tons
$
420.00
$
00
As hBinder for Plant Mix PG70 -22
185
Tons
$
500.00
$
00
Base Course, Type B 25.0 C
3,000
Tons
$
44.00
$
00
Binder Course, T e 119.0 C
3,100
Tons
$
48.00
$
00
Surface Course, T e S 9.5 C
3,050
Tons
$
50.00
$
00
ffl20,250.00
As h.Plant Mix Pav't Repair
20
SY
$
200.00
$
00
Maso Drainage Structures
15
Each
$
1,350.00
$
00
Frame w /Grate and Hood 840.03 T e E
2
Each
$
450.D0
$00
Frame w /Grate and Hood 840.03 TXec F
8
Each
$
450.00
$
3,600.00
Frame w /Grate and Hood 840.03 Type G
4
Each
$
450.00
$
1,800.00
Frame w / Two Grates, 840.05
3
Each
$
450.00
$
1,350.00
Frame w / Two Grates, 840.20
6
Each
$
400.00
$
2,400.00
Frame w / Two Grates, 840.22
2
Each
$
525.00
$
1,050.00
Frame w / Two Grates, 840.18 Or 840.27E
2
Each
$
500.00
$
1,000.00
Frame w / Two .Grates, 840.35
10
Each
$
900.00
$
9,000.00
Page 1 of 2

,.V,«I L..a,viuia.vcjjdiuucnl ui lransportauon
m®� Preliminary Estimate
6A k-5 S�--��
pr
TIP No. Ii -3680
County:
l OGRE
ROW
2' -6" Concrete Curb and Gutter
2,300
LF
$
16.00
$
36,800,00
Shoulder Berm Gutter
950
LF
$
24.00
$
22,800.00
5" Mono. Islands (Key In
170
SY
S
50.00
$
8,500.00
Steel Beam Guardrail
2,300.0
LF
$
15.50
$
35,650.00
Steel Beam Guardrail (Shop Curved )
250.0
LF
$
18.00
$
4,500.00
Additional Guardrail Posts
I0
Each
$
25.00
$
250.00
GRAU, Type 350
2
Each
$
1,700.00
$
3,400.00
Guardrail Anchor, Type CAT -1
2
Each
$
550.00
1,100.00
Guardrail Anchor, T e B -77
4
Each
$
1,25.0.00.
$
5,000.00
Remove Existin Guardrail
2,700
LF
$
125
$
3,375.00
It
Plain Rip Ra , Class B
10
Ton
$
80.00
$
800.00
Filter Fabric for Drainage
35
SY
$
5.00
$
175.00
Erosion Contra]
14.0
Acres
$
25,000.00
$
350,000.00
New Traffic Signals
I
Each
$
120,000.00
$
120,000.00
Signing (per TMSD
1
LS
$
10,000,00
$
10,000,00
Traffic Control (per TMSD
1
LS
$
155,342.00
$
155,342.00
Thenno and Markers (per TMSD )
1
Miles
$
26,780.00
$
26,780.00
Structures-
Proposed-Structure 72' wide X 230' ]on
16,560
SF
$
130.00
2,152,800.00
%j
d'
Concrete Approach SIabs 2@2 5' x 71'
3,550
SF
$
30.00
$
106,500.00
Removal of Existin Bridge 32.33'x 215.92'
6,981
SF
$
20.00
$
139,620.00
over RxR
Culverts
RCBC 4 12'X10', 175', 14T, 46.6^
RCBC 2
175
LF
$
5,630.00
$
985,250.00
�
12'X10', 150', 14 60.7^
150
LF
$
3,080.00
$
462,000.00
Culvert Removal 5'X5'x120'
760
SF
$
20.00
$
15,200.00
Utility Construction
('
Relocate Existing l0" Water Line
3,000
LF
$
92.00
$
276,000.00
Includes 800' Bore & Jack per Const. Utilit
Relocate Existing 6" Water Line
350
LF
$
46.00
$
16,100.00
Includes B ypass Pwnping, 12er Const. Utilit
Relocate Existin 48" Sanitary Sewer Line
550
LF
$
462.00
00.00
Misc. & Mob. (10 %, Str. & UtiIities
1
LS
$ 440,757.00
E$440,75
j54,
7.00
Misc. & Mob. 25 %, Rd
1
LS
$ $17 39100
91.00
Lgth Mi. Contract Cost ......................
........
...
$
8,934,000.00
E. & C. 15% .....
...............................
$
1,366,000.00
Construction Cost ......................
..............
$ 10,300,000.00
Page 2 of 2

• 'Al L1_ G �`
Preliminary Estimate
TIP No.
B -3680
Route
US 151501
From
Bridge No. 2 over CSX Railroad
Typical Section
5 Lane Section
Prepared By:
Philip Culpepper
Requested By:
Alan Ray
10/22/2008
10/3/2008
County: Moore
CONSTT. COS t
$13,400,000
Line Sec
Item Des No.
Description
Quantity
Unit
Price
Amount
Clearing and Grubbing
1.4
Acre
$ _ 40,00.0_.00 -
-$ ___- - 56,000.00
Supplemental Clearing and Grubbing
1
Acre
$ 4,000.00
$ 4,000.00
Unclassified Excavation
50,200
CY
$ 9.00
$ 451,80Q00
Undercut Excavation
1,500
CY
$ 15.00
$ 22,500.00
Class N Sub grade Stabilization
1,000
Tons
$ 24.00
$ 24,000.00
Borrow Excavation
43,400
CY
$ 10.00
$ 434,000.00
Drainage ditch Excavation
380
CY
$ 10.00
$ 3,800.00
Remove Existing Asphalt Pavement
5,660
SY
$ 5.00
$ 28,300.00
Select Granular Material
2,000
CY
$ 13.00
$ 26,000.00
Foundation Cond.Mat, Minor Stns
140
Tons
$ 34.00
$ 4,760.00
15" RC Pipe Culv, Class Ill
18" RC Pipe Culy, Class III
824
316
LF
LF
$ 34.00
$ 38.00
$ 28,016.00
$ 12,008.00
15" CS Pipe Culy, 0.064" Thick
112
LF
$ 48.00
$ 5,376.00
Fine Grading
. 6,220
SY
$ 2.50
$ 15,550.00
As hBinder for Plant Mix PG64 -22
190
Tons
$ 700.00
$ 133,000.00
As liBinder for Plant Mix PG70 -22
140
Torus
$ 760.00
$ 106,400.00
Base Course, Type B 25.0 B
1,940
Tons
$ 48.00
$ 93,120.00
Binder Course, Type I 19.0 B
2,190
Tons
$ 50.00
$ I09,500.00
Surface Course, Type S 9.5 B
2,320
Tons
$ 54.00
$ 125,280.00
As h.Plant Mix, Pav't Repair
20
Tons
$ 200.00
$ 4,000.00
Masonry Draina e Structures
15
Each
$ 1,475.00
$ 22,125.00
Frame w /Grate and Hood 840.03 DTe E
2
Each
$ 475.00
950.00
Frame w /Grate and Hood 840.03 T e F
8
Each
$ 475.00
$ 3,800.00
Frame w /Grate and Hood 840.03 Type G
4
Each
$ 475.00
$ 1,900.00
Frame w / Two Grates, 840.05
Frame w / Two Grates, 840.20
3
6
Each
Each
$ 450.00
$ 400.00
$ 1,350.00
$ 2,400.00
Frame w / Two Grates, 840.22
2
Each
$ 425.00
$ 850.00
Frame w / Two Grates, 840.18 or 840.2713
2
Each
$ 500.00
$ 1,000.00
Frame w / Two Grates, 840.35
10
Each I
$ 900.00
$ 9,000.00
Page 3 of 6
ti

0 -w I
��E!
Preliminary Estimate
TIP No. B -3680
ROW
County: Moore
T -6" Concrete Curb and Gutter
950
LF
$ 16.00
$ 15,200.00
Shoulder Berm Gutter
921
LF
$ 1.6.00
$ 14,736.00
5" Mono. Islands (Key 1n)
170
SY
$ 54.00
$ 9,180.00
Steel Beam Guardrail
1,025.0
LF
$ 16.00
$ 16,400.00
Steel Beam Guardrail (Shop Curved )
250.0
LF
$ 25.00
$ 6,250.00
Additional Guardrail Posts
5
Each
$ 45.00
$ 225.00
GRAU, Type 350
2
Each
$ 1,675.00
$ 3,350.00
Guardrail Anchor, Type CAT -1
2
Each
$ 510.00
$ 1,020.00
Guardrail Anchor, Type B -77
4
Each
$ 1,200.00
$ 4,800.00
Plain Rip Rap, Class B
10
Ton
$ 100.00
$ 1,000.00
Filter Fabric for Drainage
35
SY
$ 5.00
$ 175.00
Erosion Control
11.0
Acres
$ 25,000.00
$ 275,000.00
New Traffic Signals
1
Each
$ 120,000.00
$ 120,000.00
Signing
1
LS
$ 10,000.00
$ 10,000.00
Traffic Control (per WZTC)
1
LS
$ 151,198.00
$ 151,198.00
Thermo and Markers (per WZTC)
l
LS
$ 19,219.00
$ 19,219.00
Structures
Proposed Structure 68' wide 872'long
59,296
SF
$ 120.00
$ 7,115,520.00
Concrete A roach Slabs 2@25'x 71'
3,550
SF
$ 30.00
$ 106,500.00
Removal of Existing Bridge 32.33'x 215.92'
61981
-SF
$ 18.00
$ 125,65:8.00
Utilitv Construction
Relocate Existin 10" Water Line
3,000
LF
$ 92.00
$ 276,000.00
Includes 800' Bore & Jack, per Const. Utility
Relocate Existing 6" Water Line 1 350
LF
$ 46.00
$ 16,100.00
(Includes Bypass Pumping, per Const. Utility)
Relocate Existing 48" Sanitary Sewer Line
550
LF
$ 462.00
$ 254,100.00
Misc. & Mob. (10 %, Structure & Utilities)
1
LS
$ 789,388.00
$ 789,388.00
Misc. &Mob. (25 %, Roadway)
1
LS 1
$ 595,196.00
$ 595,196.00
r,gtn 4.41 IVll. Contract Cost .............. ......... ............
E. &C. 15% .............. ......................
Construction Cost ............. ......................
Page 4 of 6
$ 11,657,000.00
$ 1,743,000.00
$ 13,400,000.00

i
11
I,
h
U
0
4
I NCI
GRAPHIC SCALES DESIGN DATA
50 25 0 50 100 URBAN ARTERIAL
AD12009 = 16,100
A012029 t 2200
50 15 0 50 100 DHY = 10%
D u 55%
5 0 5 10 Y= 50 A
6�
PROFIL"mTlwl 1TS1 7 � +DUAL 4 %
See SW I -A For Nex of Sleets
STATE OF NORTH CAROLINA nan �arin�, ,� oar MAT
TUZ71 PTIAI' AP rrrrir^'fflna . llv N.6 WHO I
L.
}N
PROJECT LENGTH arore 1� 1� Act d. NYDA9UI.ICS �NGINBER DMSIQN OF XGNWAYS
RUBUR SMITH ASSONES Sera Of NORM UROI,M
a A Y61flUG18 ME
LENGTH Of WADWAY = 0,211 MILES AT
10 SIAM Immid
i
ra
IfNG ?H of SiRUC1URE = 0,165 MILES NGK Of WAY DATE, DAVID l WAVER PE
t), ox ROARAY DBSIGA,
NOVEMBER x1,1001 aNGDr'HRR
ION LENGTH Of KIM 0,47 MILES
LE1?flVG DAM BENJAMIN R. CRAWfORD, PE
2MIRIaL nmwmm
Pd P$

0
VARIA j
EXUSIING 6i
IrfIDgL skcl►�N NU,I
USE AT THE FOLLOWING; -I, It 10+1114 11 +6195 (BEGIN IRIDGEI
4- 510,14 +9916 TEND 1001110 $1013 +3188
TYPICAL SECTION No, 4
USE Ai THE FOLLOWING
-l• 51a.11 +81,15 (BEGIN BRIDGEIIO SI019 +91,15 TEND IRIDGEI
EXISTING
VARIABd
EXISTING
I IrA AI XL 110 MU, 1A
•l• k 10 +18,04 TO 510,10 +805 IT,
4, Sit 10 +18,0410 SI011 +54,15 RT,
iYPICAI 5EC110N N0,2
USE AT THE FOLLOWING: -L- SIa,13 +31.8810 k' 33 +51,41
GROUND
SLOPE
GROUND
GROUND
SLOPE
L
1.5 INCH OR
3.D INCH
V Wedging Detail fo1 Reluh(ing
EXIs x 00#0 \je
mow`
/5U a GRADE TO THIS LINE rrPICAE SECTION NO,3
OWING; •YI- SIa,10+�31,OB 10 $la. 1A +31,00
EXISTING GROUND
13'a T � r �I
GR( O
FOR PAIENENT 00 SMOULDER BERN OuTTEP
-L- END 061 10 S1013 +45,00 Li
d• END BRIDGE TO St091 +60211
NOW Mu N0. I ,NHL Np
wlw 7
kN INIF NO,
104WAY WON I N DMI
Kid d ENfNN111
�YYM0w"
woIwomb
g,l/ EXISTING GROUND
EXISTING GRAND
EXISTING GROUND
TYPICAL SECTION N0,5
USE AT THE fOLIOWING: 4 h-10 +18,00 i0 k If 05,11
PAVEMENT $CHMM
ITEM
DISCRI%
ITEM
DESCRIMON
ITEM
DESCRIP110N
PROPOSED APPROXIMATE 1.5 IN. ASPHALT SURFACE COURSE,
1YPE S9,5C, AT AN AVERAGE RATE OF 168 LBS .
O
PROP, APPROk 4.0 IN ASPHALT BASE COURSE, TYPE 61DC,
AT AN AVERAGE RATE OF 466 IN
O
EARTH MATERIAI.
C2
PROPOSED APPROXIMATE 3.0 IN, ASPHALT SURFACE COURSE,
TYPE S9,5C, AT AN AVERAGE RATE Of 168 VY
IN EACH OF TWO UFTS
E1
PROP, VA DEPTH ASPHALT BASE COURSE, TYPE 840C,
Ai AN AVERAGE RATE Of 114 LBS'SYnN IN LIFT6 N07
LESS THAN 3 IN, NOR GREATER THAN 5.5 IN.
0
EXISTING PAVEMENT
OPROP,
C3
VAR, DEPTH ASPHALT CONC, SURFACE COURSE TYPE
9,5C, AT AN AVERAGE RATE OF 111 L8S5WX IN th
NOT LESS THAN 1,5 IN, NOR GREATER THAN 10 IN,
R1
114" CURB 8 GUTTER
Y
O
MIII OUT a WCE EXISTING PAVEMENT AS NOTED
TO A DEPTH OF 3A"
ODl
PROP, APPROX, 0 IN. ASPHAII INT. COURSE, TYPE
119OC,ATM AVERAGE RATE OF 456 59
5" MONOLIiHIC CONCRETE ISLAND IKEYED INT too
W
O
WEDGING §11 WEDGE DETAIL ABOVE)
D1
PROP, VA DEPTH ASPHAIT INT. COURSE, TYPE 119.0C, AT AN
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NOTES
° INCREASE SHLD,10 13'WHEN GUARDRAIL IS USED
EXCEPT WHEN PLACED AT PACE Of CUR81
fOR 815,0C PLACED ON UN5911121D SUBGRADE,
d,o MINIMUM 1IF1 THICKNESS IS 40 IN,
PROPOSED ISLAND; •Y1• STA 14 +10,10 TO 11 +96,11
TIE 10 EXIST ISLAND; 41- FA, 10 +18,00 TO 4+10,40
REMOVE DVST, MEDIAN ISLAND,
-YI� STA 15 +38.9110 -L- VA. 18 +01.63
MILLING ALONG 4 REQUIRED 10 MEET MINIMUM
RESURFACING DEPTH OR 1,5"
PAVEMENT EDGES ARE 1;1 UN15$ OTHERWISE NOTED.

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