bridge 422 Robeson

NORTH CqROLINA DEPqRTMENT OF TRANSppRTA710N
FIELD SCOPING MEETING WpRKSHEET
Design gu��d process
WBS No.: 17Bp,6.R.81
Division: g Field Scoping Meeting Date: Ma
Route (US/NC/SR : Location: pn��te y$' Zo��
) SR 2105
Project Description: Brid e �ounty: Robeson
9 No. 77p422 over Jackson Swam
Tier: Subregional - Local
ponSR2105
Municipality: Funding: State
Division Bridge Program Manager
Division Environmental Officer
Resident Engineer
Div, 6 Construction Engineer
�ro• s Locating Engineer
Div. 6 Maintenance Engineer
Div. 6 Bridge Engineer
Div. 6 Dist. 1 Engineer
Hydraulics Engineer
Hydraulics Engineer
DENR-DWR
USACE
PPU
PPU
USFWg
NCWRC
Structure No: 77p422
Attendees
Name Phone No.
E-mail
Christy Huff 910-364-0600
[e-mail]
Jim Rerko
910-364•0580 jJrerkoca ncdot.gov
Mike Parker 910-618.5688
Jmparkerj r@n cdot.go�
Randy W�Se
919-364-0600 [e-mail]
John Kaukola 91p-qgg.
1338 jkaukola@n�qot 9ov
Ken Murphy 910-364-0600
[e-mail]�
Darren Pittman 910-364-0670
Charles Miller, Jr 910- dp�[e-mail]
678-5546 [e-mail]
Galen Cail
919J07-g711
Jon Moore 8�[e-mail]�
919-707.6738 [e-mail]
Joanne Steenhuis 910-7gg.7306
Joanne.steenhuis@ncdenr.g
Liz Hair O°
910-Z51-4049 sarah.e.hair
Jamie Lancaster 919-707-6620 °eusace.army.mil
jla n [e-mail]�
Pam Williams 919-707-6608
Gary Jordan p�����[e-mail]�
919-856-qgYO
ext 32 9a►Y.Jordan@N,ys.gov
Travis Wilson
919-7p7.0370 travis,wi�son
_ @ncwildlife.org

Existinq Features
Feature Bridged: 770422 over Jackson Swamp on SR 2105
Ex. Bridge Clear Deck Width: 19.8 (Ft.) Roadway width: 19.1(Ft.)
(Bridge / Culvert) Length: 36(Ft.)
Deck Width (Out To Out): 20 ft.
Water Depth: 8 (Ft.)
Height Bed-To-Crown: 13 (Ft.)
Year Built: 1960 Posted: SV 12 Tons
Superstructure: Timber Deck nST: 20 Tons
on Timber Joist Abutment: Timber Caps on
Timber Piles Pier Type:
Temp. Shored: No
Historic High Water (Elev. To The Existing Structure ):
PRI: 37.55 (Ft)
�P: $•44 SR: 50
Posted Speed Limit Vicinity: 55 (mph) School Bussing crossings per day:
Detour Off-Site
❑ Stage Construction � New Alignment
If Off-Site, Description Of Detour Route: � On-site ❑
N/A
Approximate Length Of Detour?
Improvements Needed To Road(s) On Detour? N/A
N/A
Div. Traffic Eng. Recommend Off-site detour signing? N�q
Improvements Needed To Bridges On Detour?
N/A
Are future plans for upgrading this roadway either at or in the vicinity of this project?
Are Bridges On Detour Currently Ph grammed97
Are There EMS Or Business Access Issues? N/A
Are There Any Railroad Crossings On Detour? No
N/A
Should Work Zone Pedestrian Access Be Maintained During Construction? No
Overhead Utility Lines
In Conflict
Power Transmission Lines
In Conflict
Telephone
In Confiict
Cable Lines
In Conflict
Fiber Optic
In Conflict
Water In Conflict
Sewer In Conflict
Natural Gas In Conflict
Other In Conflict
Is There Any Future Utility Construction Anticipated In The Project Area:
Is A FEMA Buy-Out Property Being Impacted: No
No
Structure No: 770422
2 of4

Environmental
�iK� '�J���,�._ L-(' /vl�c,o..'t-�r �/
Wetlands At Site: �7/� 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 �j Primary Nursery Area: No
I .�
Moratoria: ��i � ��,1tVhich species: Duration:
�Y� �.�<� /
Permits discussion: � � � � /'�.j ,y , , �_�
Water Quality Classification: C; Sw (14 2 10) 303d: No
Coast Guard Permit? No Drainage Basin: Lumber Riparian Buffer Rules: No
Is The Project Site In Or Near Any Of The Following:
National Forest: No Wildlife Refuge: No
State, County, Or Local Park:
Airport:
Water Supply Reservoir:
Public Use Boat Ramp:
VAD/Farmland Protection:
No
No
No
No
No
Known Or Potential Historic Properties In The Area:
Architecture:
Wild And Scenic River:
Recreation or Power Generation
Nutrient Sensitive Waters:
Cemeteries:
Game Lands:
Archaeology:
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:
Geotechnical
No
No
No
No
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: 770422 3 of4

Hvdraulics jvo� �� ''-��� ^��-�. � �
FEMA Approval? �MOA ) ��; , � > v � . � �� � d-vnfl
Is There Unusual Scour Potential? �✓ Is Protection Needed? S�,cp,�;
Are Banks Stable? � Is Protection Needed? S�f1,,�/
Appreciable Amount Of Large Debris? �� c.-�-%
Placement Of Bents In The Water Be Allowed: �i % Where:
Structure Type: Bri ge or ulv If Bridge: CS r BB
Length Of Structure� Min. Numb r Of Spans:
t
Waive offset: � �� � EB Cap. 2'-6' or 4'•0"
�--�_��<.�i� c:2 -
��`i
p.:
r
3v �,�( � ��-
If girder; why?
Span Arrangement:
Skewed: �J
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: 30per BIR NHS: No Tier: Subregional Func. Class: Local
Bridge Min. Clear Deck Width Recommended by Div.: 3�� ��'�,.�-� "�= '"�/
Roadway lane width: 10' with 3' shoulders
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: � Z�� Existing Roadway: 20'
Pavement Marking: Thermoplastic or Paint
Will Railroad Involvement Be Required: No
Truck Percentage:
Pavement Markers: Raised/Snowplowable/None
Method of Clearing: II modified
Reasonable Safe Speed per SIRs�mph
Liquidated damages: will be imposed after �days of closure/construction. Amt: $� 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: 770422 4 of4