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HomeMy WebLinkAboutBridge 198 BladenNORTH CAROLINA DEPARTMENT OF TRANSPORTATION FIELD SCOPING MEETING WORKSHEET Design Build Process TIP .: WBS .: 176P.6.PE.1 Field Scoping Meeting Date: July 30, 2018 Division: 6 Location: Onsite Route (US/NC/SR): SR1536 County: Bladen Project Description: Structure. 080198 over Kelly Creek on SR 1536 (James Porter Road) Tier: Subregional Funding: Federal Municipality: N/A Attendees Name Phone . E-mail Division Bridge Program Manager Christy Huff, PE 910364-0603 chuff@ncdot.gov Division Environmental Officer James Rerko 810-364-0834 jjrerko@ncdot.gov Division Environmental Specialist Division Construction Engineer Rusty Marsh, PE 910364-0600 rmarsh@ncdot.gov Division Bridge Maintenance Darren Pittman 910-364-0670 dpittman@ncdot.gov Engineer Division Utility Coordinator Randy Rogers 910-364-0841 rdrogers4@ncdot.gov PP� PaEmie Lancaster, 919-707-6620 jjlancaster@ncdot.gov PPU Jess Earley, PE 919-707-6606 jsearley@ncdot.gov Hydraulics Engineer Jon Moore, PE 918-707- @ncdot.gov Hydraulics Engineer USACE NCDEQ-DWR USFWS NCWRC Asst Div Bridge Program Manager Region 3 Locating Engineer Structure No: 080198 1 of5 Existina Features Feature Bridged: Structure 080198 over Kelly Creek on SR 1536 Ex. Bridge Clear Deck Width: 24 (Ft.) Roadway width: 16 (Ft.) (Bridge / Culvert) Length: 51 (Ft.) Deck Width (Out To Out): 25.417 (Ft.) Water Depth: 1(Ft.) Height Bed-To-Crown: 10 (Pt.) Year Built: 1966 Superstructure: Timber Floor on Timber Joists Posted: SV 15 Abutment: Temp. Shored: _ Historic High Water (Elev. To The Existing Structure ): PRI: 45.915 DP: 3.175 SR: 40.03 TTST: 22 Pier Type: 1@ 77'8", 1@ 17'1", 1 @ 16'8" (Ft) 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: Coordinate with property owner to see if road can be closed and replaced? Division? Approximate Length Of Detour? Dead End Road 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? Appears to be forestry Are There Any Railroad Crossings On Detour? N/A Should Work Zone Pedestrian Access Be Maintained During Construction? No Overhead Utility Lines Power Transmission Lines Telephone Cable Lines Fiber Optic Water Sewer 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: Structure No: 080198 2 of 5 Environmental Wetlands At Site;' Yes � Comments: � '� �� �� ' � � � Endangered Species In County: Red-Cockaded Woodpecker, American Chaffseed, Pondberry, Rough- Leaved Loosestrife i � T&E species effect: Trout County: No CAMA County: No Moratoria: Permits discussion: Which species: NA County: Primary Nursery Area: Duration: Water Quality Classification: Class C-Sw 303d: Coast Guard Permit? Drainage Basin: Cape Fear Riparian Buffer Rules: N/A Is The Project Site In Or Near Any Of The Following: National Forest: No Wildlife Refuge: State, County, Or Local Park: No Airport: No Water Supply Reservoir: No Public Use Boat Ramp: No VAD/Farmland Pretection: No Kwn Or Potential Historic Properties In The Area: Architecture: Wild And Scenic River: No Recreation or Power Generation: No Nutrient Sensitive Waters: No Cemeteries: No Game Lands: No Archaeology: 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 aUor Within Close Proximity To The Project Site? -------- Comments: Are Any Impacts Anticipated To Natural Springs Or Artesian Welis? -------- Comments: Possible Foundation Type: End Bents: Interior Bents: Structure No: 080198 3 of 5 Hvdraulics FEMA Approval? i (MOA ) Is There Unusual Scour Potential? � Are Banks Stable? ' Appreciable Amount Of Large Debris? Placement Of Bents In The Water Be Allowed: Structure Type: Bridge or Culvert Length Of Structure: ' �- � �' � Waive offset: C �) State Stormwater Permit? ; • -' Is Protection Needed? - � � ` Is Protection Needed? , � � � � Where: If Bridge: CS or BB Min. Number Of Spans: EB Cap: 2'-6" or 4'-0" j If girder; why? Span Arrangement: Skewed: � ; 'Cv�_-- 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 lwo 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: 40 per BIR NHS: 0 Tier: Subregional Func. Class: Local Bridge Min. Clear Deck Width Recommended by Div.: 27 ft OTO Roadway lane width: 10' with 3' shoulders, including 0' paved shoulders � Extension of Paved shoulders: end of construction limits or end of guard�jil (Blunt er�d or taper 8:1), , Pave to face of guardrail and taper 8:1 to travel lanelpaved shoulder? � �r ��� �-" `` ,— Min. Pavement Surface Course: _" Existing Roadway: � `��� � Pavement Marking: Thermoplastic or Paint Pavement Markers: Raised/Swplowable/none Will Railroad Involvement Be Required: No Method of Clearing: �- G;-� �'� � l Truck Percentage: % Reasonable Safe Speed per SIR: mph (from �j r speed study) Liquidated damages: will be imposed after � days of closure/construction. Amt: $_ per day CEI by? NCDOT R/W by? DBT R1W monuments? Conc. Salvageable materials: � ! ? Contact Person/number: Deliver to: Removal of previous structure remnant abutments/piers: Sequencing priority in construction? Comments: Not on an evacuation route Structure No: 080198 4 of 5 Structure No: 080198 5 of 5