Bridge 197 Ver 1_Meeting Notes_20180730

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
FIELD SCOPING MEETING WORKSHEET
Design Build Process
TIP .: WBS .: 17BP.6.PE.1 Field Scoping Meeting Date:
Division: 6 Location: On-site
Route (US/NC/SR): SR1534 County: Bladen
Project Description: Structure. 080197 over Kelly Canal on SR 1534 (Over Lyon Road)
Tier: Subregional Funding: Federal
Municipality: N/A
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Name Phone . E-mail
Division Bridge Program Manager Christy Huff, PE 910-364-0603 [e-mail]
Division Environmental Officer James Rerko 910-364-0834 [e-mail]
Division Environmental Specialist
Division Construction Engineer Rusty Marsh, PE 910-364-0600 [e-mail]
Division Bridge Maintenance Darren Pittman 910-364-0670 [e-mail]
Engineer
Division Utility Coordinator Randy Rogers 910-364-0841 [e-mail]
PP� PaEmie Lancaster, 919-707-6620 [e-mail]
pp� Jess Earley, PE 979-707-6606 [e-mail]
Hydraulics Engineer Willllam Cail, PE 919-707-6711 [e-mail]
Hydraulics Engineer Chris Lewis, PE 919-707-6774 [e-mail]
USACE
NCDEQ-DWR
USFWS
NCWRC
Asst Div Bridge Program Manager
Region 3 Locating Engineer
Structure No: 080197 1 of 5

Existinq Features
Feature Bridged: Structure 080197 over Kelly Canal on SR 1534
Ex. Bridge Clear Deck Width: 24.083 (Ft.) Roadway width: 18 (Ft.)
(Bridge / Culvert) Length: 61 (Ft.) Deck Width (Out To Out): 25.583 (Ft.)
Water Depth: 2(Ft.) Height Bed-To-Crown: 10 (Ft.)
Year Built: 1967 Posted: SV 24 TTST: 32
Superstructure: Prestressed Abutment: _ Pier Type: 2@ 30'6"
Concrete Channels
Temp. Shored: _
Historic High Water (Elev. To The Existing Structure ): (Ft)
PRI: 56.712 DP: 2 SR: 25.97 School Bussing crossings per day: Division
Posted Speed Limit Vicinity: 55 (mph)
Detour Off-Site ❑ Stage Construction ❑ New Alignment ❑ On-site �
If Off-Site, Description Of Detour Route: Dead End Road
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Approximate Length Of Detour? N/A �� /% , � �
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Improvements Needed To Road(s) On Detour? N/A � �
Div. Traffic Eng. Recommend Off-site detour signing? Trailblazing with StreeURoad names
Improvements Needed To Bridges On Detour? N/A
Are future plans for upgrading this roadway either at or in the vicinity of this project? N/A
Are Bridges On Detour Currently Programmed? N/A
Are There EMS Or Business Access Issues? Yes, churches and houses
Are There Any Railroad Crossings On Detour? N/A
Should Work Zone Pedestrian Access Be Maintained During Construction? N/A
Overhead Utility Lines
Power Transmission Lines
Telephone
Cable Lines
Fiber Optic
Water
Sewer
Natural Gas
Other
In Conflict Yes
In Conflict
In Conflict
In Conflict
In Conflict
In Conflict
In Conflict
In Conflict
In Conflict
Is There Any Future Utility Construction Anticipated In The Project Area:
Is A FEMA Buy-Out Property Being Impacted: Gheck final surveys.when receiVed
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Structure No: 080197 2 of5

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FEMA Approval? � (MOA ) State Stormwater Permit? I,�^-�
Is There Unusual Scour Potential? �`,' Is Protection Needed? '''�
Are Banks Stable? Is Protection Needed? %�
Appreciable Amount Of Large Debris? %: ' � ' . ' � �' , ' ` �
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Placement Of Bents In The Water Be Allowed: � Where: V� � )
Structure Type: Bridge If Bridge: CS or BB If girder; why?
Length Of Structure: ' Min. Number Of Spans: Span Arrangement: �(-> ��I ��
Waive offset: EB Cap; 2'-6" pr 4'-0" Skewed: %��C )
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Items To Be Discussed /�Res�lved'At F&M'Bv Attendeea ,
Off-Site ❑ Stage Construction ❑ New Alignment ❑ On-site ❑ � '
Clear roadway width: Clear roadway width: , %� i�- '
Temp. Signals: one lane w/ signals:
or two lanes CRW:
Alignment: N, E, W, S Alignment: N, E, W, S Alignment: N, E, W, S
Environmental Document Prepared by DEO Or PEF:
CE (federal) ❑ Minimum Criteria Checklist (state) ❑
ADT: 170 per BIR NHS: 0 Tier. Subregional Func. Class: Local '
Bridge Min. Clear Deck Width Recommended by Div.�.�T7-ft O O �J `� 1�,, .
Roadway lane width: 10' with 3' shoulders, including 0' paved shoulders
Extension of Paved shoulders: end of construction limits or end of guardrail (Blunt end or taper 8:1)
Pave to face of guardrail and taper 8:1 to travel lane/paved shoulder?
Min. Pavement Surface Course: _" Existing Roadway:
Pavement Marking: Thermoplastic or Paint Pavement Markers: R�seii(Swplowable/none
Will Railroad Involvement Be Required: No Method of Clearing: � '' �
Truck Percentage: 6% per BIR Reasonable Safe Speed per SIR: mph (from
speed study)
Liquidated damages: will be imposed after �days of closure/construction. Amt: $-_� per day
CEI by? NCDOT R/W by? '' DBT , RM/ monuments? �`onc.
Salvageablematerials: ������ — � � �` - � . -t', �`'' �' ��� � �
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Deliver to: � � � � �� �� � �� , �� � ��,1 '- I�
Removal of previous structure remnant abutments/piers
Sequencing priority in construction? �
Comments: Not on an evacuation route
Structure No: 080197 r - � �� � J �`,; ', '' : 4 of 5
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Structure No: 080197 5 of 5