20211248 Ver 1_Pre-Filing Meeting Information_20210816

Structure No: 560222 1 of 5
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
FIELD SCOPING MEETING WORKSHEET
Design Build Process
TIP: B-6017 WBS: 48212.1.1 Field Scoping Meeting Date: 11/8/18
Division: 13 Location: On-site
Route (US/NC/SR): SR 1151 County: Madison
Project Description: Structure 560222 over Back Branch on SR 1151 (Baltimore Branch
Road)
Tier: Sub-Regional Funding: Federal
Municipality: N/A

Attendees
Name Phone E-mail
Division Bridge Manager Chris Medlin [phone] [e-mail]
Division Engineering Specialist Joel Davis 828-298-1128 [e-mail]
Division Environmental Officer Roger Bryan [phone]
ext. 221
[e-mail]
Hydraulics Engineer Marc Shown [phone] [e-mail]
Division Location & Surveys Richard Hensley 828-667-9616 [e-mail]
Division Location & Surveys Lee House 828-667-9616 [e-mail]
PPU Pam Williams [phone] [e-mail]
PPU Jess Earley [phone] [e-mail]
USFWS Claire Ellwanger [e-mail]
NCDWR Kevin Barnett [e-mail]

Structure No: 560222 2 of 5
Existing Features
Feature Bridged: Bridge No. 560222 over Back Branch on SR 1151
Ex. Bridge Clear Deck Width: 16.33 Ft Roadway width: 18 Ft
(Bridge / Culvert) Length: 22 Ft Deck Width (Out To Out): 17.833 Ft
Water Depth: 1 Ft Height Bed-To -Crown: 6 Ft
Year Built: 1951 Posted: SV 23 TTST: 32
Superstructure: Timber Floors
on Salvaged I-Beams
Abutment: Timber Caps/Yount
Masonry Pier Type: 1 @ 22’
Temp. Shored:
Historic High Water (Elev. To The Existing Structure): (Ft)
PRI: 39.25 DP: 2.5 SR: 48.62 School Bussing crossings per day: Buses per
day: 1, Trips per day: 4
Posted Speed Limit Vicinity: 55 mph (statutory)
Detour Off-Site Stage Construction New Alignment On-site
If Off -Site, Description Of Detour Route: N/A
Approximate Length Of Detour? N/A
Improvements Needed To Road(s) On Detour? N/A
Div. Traffic Eng. Recommend Off-site detour signing? N/A
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? N/A
Are There Any Railroad Crossings On Detour? N/A
Should Work Zone Pedestrian Access Be Maintained During Construction? No
Overhead Utility Lines In Conflict Yes
Power Transmission Lines In Conflict
Telephone In Conflict Yes
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: No
Is A FEMA Buy-Out Property Being Impacted: No
Structure No: 560222 3 of 5
Environmental
Wetlands At Site: No Comments:
Endangered Species In County: Gray Bat, Northern Long-Eared Bat
T&E species effect: No effect
Trout County: Yes TVA County:
CAMA County: No Primary Nursery Area:
Moratoria: No Which species: N/A Duration: N/A
Permits discussion: Nationwide 3
Water Quality Classification: C 303d: No
Coast Guard Permit? No Drainage Basin: French Broad 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: No Wild And Scenic River: No
Airport: No Recreation or Power Generation: No
Water Supply Reservoir: No Nutrient Sensitive Waters: No
Public Use Boat Ramp: No Cemeteries: No
VAD/Farmland Protection: No Game Lands: No
Kwn Or Potential Historic Properties In The Area: No
Architecture: Survey Required—Effects
Required Archaeology: Survey Required—No Effect
Is The Bridge Structure Itself, Or Any Part Thereof, Considered Historic: No
Impacts to a Church, Community Center, Or Other Public Facility? No
Is this a Statewide Bicycle Route or a Local n-Marked Bicycle Route: No
Comments:

Geotechnical
Are There Any Historical and/or Vibration Sensitive Structures Near By? --------
Comments:
Are There Any Kwn 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: 560222 4 of 5
Hydraulics
FEMA Approval? No (MOA ) State Stormwater Permit? No
Is There Unusual Scour Potential? No Is Protection Needed? Std
Are Banks Stable? Yes Is Protection Needed? Std
Appreciable Amount Of Large Debris? Moderate
Placement Of Bents In The Water Be Allowed: No Where :
Structure Type: Bridge If Bridge: CS or BB If girder; why?
Length Of Structure: 30ft Min. Number Of Spans: 1 Span Arrangement: 1@30ft
Waive offset: Yes EB Cap: 4'-0" Skewed: 60°

Items To Be Discussed / Resolved At FSM By Attendees
Off-Site Stage Construction New Alignment On-site

Clear roadway width:
Temp. Signals:

Alignment: N, E, W, S

Alignment: N, E, W, S
Clear roadway width: 1- 10ft lane
one lane w/ signals: Yes, 15mph
Alignment: Downstream (South)
Environmental Document Prepared by DEO :
CE (federal) Minimum Criteria Checklist (state)
ADT: 510 per SIR NHS: 0 Tier: Sub-Regional Func. Class: Minor Collector
Bridge Min . Clear Deck W idth Recommended by Div.: 27 ft OTO
Roadway lane width: 10' with 3' shoulders
Extension of Paved shoulders: N/A
Pave to face of guardrail and taper 8:1 to travel lane/paved shoulder? Yes
Min. Pavement Surface Course: 3” Existing Roadway: 17ft
Pavement Marking: Paint Pavement Markers: None
Will Railroad Involvement Be Required: No Method of Clearing: Type II Mod ified
Truck Percentage: 6% per BIR Reasonable Safe Speed per SIR: 35 mph (from
speed study)
Liquidated damages: will be imposed after 180 days of closure/construction. Amt: $ 500 per day
CEI by? NCDOT R/W by? DBT R/W monuments? Conc.
Salvageable materials: No
Contact Person/number:
Deliver to:
Removal of previous structure remnant abutments/piers: Remove all
Sequencing priority in construction? None
Comments:
Structure No: 560222 5 of 5