bridge 444 Robeson

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
FIELD SCOPING MEETING WORKSHEET
Design Build Process
WBS No.: 17BP.6.R.83 Field Scoping Meeting Date: May s, 2017
Division: 6
Route (US/NC/SR): SR 2204
Location: On-site
County: Robeson
Project Description: Bridge No. 770444 over Gum Branch Canal on SR 2204
Tier: Subregional - Local
Municipality: Lumberton
Funding: State
Attendees
Name Phone No. E-mail
Division Bridge Program Manager Christy Huff 910-364-0600 [e-mail]
Division Environmental Officer Jim Rerko 910-364-0580 [e-mail]
Resident Engineer Mike Parker 910-678-5689 [e-mail]
Div. 6 Construction Engineer Randy Wise 919-364-0600 [e-mail]
Div. 6 Locating Engineer John Kaukola 910-486-7338 [e-mail]
Div. 6 Maintenance Engineer Ken Murphy 910-364•0600 [e-mail]
Div. 6 Bridge Engineer Darren Pittman 910-364-0670 [e-mail]
Div. 6 Dist. 1 Engineer Charles Miller, Jr 910-678•5546 [e-mail]
Hydraulics Engineer Galen Cail 919-707-6711 [e-mail]
Hydraulics Engineer Jon Moore 919-707-6738 [e-mail]
DENR-DWR Joanne Steenhuis 910-796-7306 Joanne.steenhuis@ncdenr.g
ov
USACE Liz Hair 910-251-4049 [e-mail]
PP� Jamie Lancaster 919-707-6620 [e-mail]
PP� Pam Williams 919-707-6608 [e-mail]
USFWS Gary Jordan 979-856-4520 a ordan fws. ov
ext 32 g ry—� � g
NCWRC Travis Wilson 919-707-0370 [e-mail]
Structure No: 770444 ] of4

Existinq Features
Feature Bridged: 770444 over Gum Branch Canal on SR 2204
Ex. Bridge Clear Deck Width: (Ft.) Roadway width: 21 (Ft.)
(Bridge / Culvert) Length: 21 (Ft.) Deck Width (Out To Out):
Water Depth: 4(Ft.) Height Bed-To-Crown: 8(Ft.)
Year Built: 1979 Posted: SV Not Posted TTST: Not Posted
Superstructure: 2- 9' x 6' CM Abutment:
Pipe
Temp. Shored: N/A
Historic High Water (Elev. To The Existing Structure )
PRI: DP: 2 SR: 72.84
Pier Type:
(Ft)
School Bussing crossings per day:
Posted Speed Limit Vicinity: 35 (mph)
Detour Off-Site � Stage Construction ❑ New Alignment ❑ On-site ❑
If Off-Site, Description Of Detour Route: SR 2203 to SR 2289 to NC41/72(West 2"' Street) to NC 41
Approximate Length Of Detour?
2.1 Miles
Improvements Needed To Road(s) On Detour? No
Div. Traffic Eng. Recommend Off-site detour signing? Trailblazing with StreeURoad names
Improvements Needed To Bridges On Detour? No
Are future plans for upgrading this roadway either at or in the vicinity of this project?
Are Bridges On Detour Currently Programmed? No
Are There EMS Or Business Access Issues?
Are There Any Railroad Crossings On Detour? No
Should Work Zone Pedestrian Access Be Maintained During Construction?
Overhead Utility Lines
Power Transmission Lines
Telephone
Cable Lines
Fiber Optic
Water
ewer
Natural Gas
Other
In Conflict
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:
No
No
No
Structure No: 770444 2 of4

� Environmental
Wetlands At Site: /" Comments:
Endangered Species In County: American Alligator, Red-cockaded woodpecker, Michaux's sumac
T&E species effect:
Trout County: No TVA County: No
CAMA County: No Primary Nursery Area: No
Moratoria: /�/ Which species:
Permits discussion: /U� 3
Water Quality Classification: C; Sw (14-14-1)
Coast Guard Permit? No Drainage Basin: Lumber
is The Project Site In Or Near Any Of The Following:
National Forest:
State, County, Or Local Park:
Airport:
Water Supply Reserooir:
Public Use Boat Ramp:
No
No
No
No
No
Duration:
303d: No
Riparian Buffer Rules: No
Wildlife Refuge:
Wild And Scenic River:
Recreation or Power Generation:
Nutrient Sensitive Waters:
Cemeteries:
VAD/Farmland Protection: No Game Lands:
Known Or Potential Historic Properties In The Area:
Architecture: No Survey Required Archaeology: o✓�` ��
Is The Bridge Structure Itself, Or Any Part Thereof, Considered Historic: ��
Impacts to a Church, Community Center, Or Other Public Facility?
Is this a Statewide Bicycle Route or a Local Non-Marked Bicycle Route: No
Comments:
No
No
No
No
No
Geotechnical
Are There Any Historical and/or Vibration Sensitive Structures Near By? --------
Comments:
Are There Any Known Landfills and/or Geo-environmental Hazard Sites at/or Within Close Proximity To
The Project Site? --------
Comments:
Are Any Impacts Anticipated To Natural Springs Or Artesian Wells? --------
Comments:
Possible Foundation Type:
End Bents: Interior Bents:
Structure No: 770444 3 of4

Hvdraulics �i-'
� � C�'�^e c.sk--�/
FEMA Approval? � (MOA ) �f �'�"^ ' T`� `S �� �
Is There Unusual Scour Potential? N
Are Banks Stable? Y
Appreciable Amount Of Large Debris?
Is Protection Needed? ��N
Is Protection Needed?
vP5
Placement Of Bents In The Water Be Allowed: I�C ��e:
Structure Type: Bridge r Culvert If Bridge: CS or BB
Length Of Structure: Min. Number Of��ans: ��l
Waive offset: 1M:� T���i� �� EB Ca'p:(�'-6" or 4'-0'�
1�� � l�s t� 2a?.,� �Jfr r✓�Q�ll
If girder; why?
Span Arrangement:
Skewed:
Items To Be Discussed / Resolved At FSM Bv Attendees
Off-Site � Stage Construction ❑ New Alignment ❑ On-site ❑
Clear roadway width: Clear roadway width:
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 DBE:
Low Impact Data Spreadsheet ❑ Minimum Criteria Checklist ❑
ADT: 710 per BIR NHS: No Tier: Subregional Func. Class: Local �
Bridge Min. Clear Deck WIidth Recommended by Div.: �/U �,u�} r� r�� � I ��
Roadway lane width: 1tl' with 3' shoulders N&��- �/VhA�� �Q.J�I STI NQ JiU �
Extension of Paved shoulders: end of construction limits and taper down to 2' and blunt end???
Pave to face of guardrail and taper 8:1 to travel lane/paved shoulder? Yes
Min. Pavement Surface Course: 3" Existing Roadway: 20'
Pavement Markin . Thermoplas or Paint Pavement Markers: Raised/Snowplowable/None
Will Railroad Involvement e uired: No Method of Clearing: �nodified � �/�l u.�-�'f�a.�
Truck Percentage: 7% per BIR Reasonable Safe Speed per SIR: mph
Liquidated damages: will be imposed after,�ays of closure/construction. Amt: $l���per day
CEI by? NCDOT R/W by? DBT R/W monuments? Pin and cap.
Salvageable materials: ��
Contact Person/number:
Deliver to:
Removal of previous structure remnant abutments/piers:
Sequencing priority in construction?
Comments:
Structure No: 770444 4 of4