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Home My WebLink AboutFSM worksheet_Har 54NORTH CAROLINA DEPARTMENT OF TRANSPORTATION FIELD SCOPING MEETING WORKSHEET Design-Bid-Build Process TIP No.: N/A WBS No.: BP6.R017 Field Scoping Meeting Date: 10/27/2021 Division: 6 Location: Virtual with site visits prior to FSM Route: SR 1130 (Norrington Rd) County: Harnett Project Description: Replace Bridge No. 54 over Big Gully on SR 1130 Tier: Sub-Regional Funding: State Municipality: N/A Attendees Name Phone No. Email Division Project Development Engineer Steve Kendall 910-364-0603 sdkendall@ncdot.gov Div. Bridge Program Manager (outgoing) Christy Huff 910-364-0682 chuff@ncdot.gov Div. Bridge Program Manager (incoming) Adam Britt 910-364-0696 atbritt@ncdot.gov Asst Div. Bridge Program Manager Jason Hatfield 910-364-0694 jrhatfield@ncdot.gov Resident Engineer Donavon Hunt 910-364-0608 dhunt3@ncdot.gov Division Bridge Maintenance Mike Fisher 910-364-0670 mdfisher@ncdot.gov Division Environmental Officer Greg Price 910-364-0603 gwprice2@ncdot.gov Division Utility Coordinator John Walters 910-639-7345 jcwalters@ncdot.gov Simpson Engineers, Project Manager David Simpson dsimpson@simpsonengr.com Simpson Engineers Martha Register mregister@simpsonengr.com Simpson Engineers Mark Averette maverette@simpsonengr.com Simpson Engineers Sandra Stepney sstepney@simpsonengr.com Mott McDonald Tim Jordan Tim.Jordan@mottmac.com VHB Engineering Frank Fleming ffleming@vhb.com VHB Engineering Brandon Barham bbarham@vhb.com Subsurface Utility Engineering (SAM) Freddie Bunn fbunn@sam.biz Subsurface Utility Engineering (SAM) Matthew Ward Matthew.Ward@sam.biz HDR, INC Kenneth Bussey Kenneth.Bussey@hdrinc.com HDR, INC Rzepka, Mike Mike.Rzepka@hdrinc.com Gary Jordan (USFWS), Travis Wilson (NCWRC) & Hannah Sprinkle (NCDENR-DWR) provided comments prior to the meeting. Existing Features Feature Bridged: Big Gully Bridge Clear Deck Width: 27.6 (Ft.) Approach Roadway width: 25 (Ft.) 5’ shoulders w/ 1’ paved Bridge Length: 53 (Ft.) Deck Width (Out To Out): 29.3 (Ft.) Water Depth: 5 (Ft.) Height Bed-To-Crown: 13 (Ft.) Year Built: 1972 Posted: SV - 18 TTST - 26 Superstructure: 18” Prestressed Concrete Channel Beam Substructure: EBs & IBs: PPC Caps with Timber piles Pier Type: 1@30’-8”, 1@30’, 1@30’-8” Temp. Shored: Historic High Water (Elev. to the Exist. Structure): TBD Status: Structurally Deficient PRI: DP: 0 SR: 44.50 School Bussing crossings per day: Posted Speed Limit Vicinity: 55 mph Detour Off-Site Stage Construction New Alignment On-site Detour listed below is in conflict with BR-0082 (Harnett 56). The let date for Bridge 56 is 2/15/2023. Description Of Detour Route: SR 1130 Norrington Rd to Clark Rd. W on Clark Rd to NC 27. SW on NC 27 to Nursery Rd. S on Nursery Rd to Darroch Rd. SE on Darroch Rd back to Norrington Rd. Approximate Length Of Detour? 10.2 miles (8.2 additional miles) Improvements Needed To Road(s) On Detour? Div. Traffic Eng. Recommend Off-site detour signing? Trailblazing with Street/Road names Improvements Needed To Bridges On Detour? Replacement of Bridge 56, No other improvements needed. Are future plans for upgrading this roadway either at or in the vicinity of this project? Are Bridges On Detour Currently Programmed? Yes. Harnett 56 Are There EMS Or Business Access Issues? Are There Any Railroad Crossings On Detour? No Should Work Zone Pedestrian Access Be Maintained During Construction? Yes/No Utilities Overhead Utility Lines In Conflict Cable Lines In Conflict Based on the past history near this project site, what is the Estimated Time Required to complete Utility Adjustments? Months Is There Any Future Utility Construction Anticipated In The Project Area: No Environmental Wetlands At Site: Yes Comments: Endangered Species In County: Cape Fear Shiner (no Habitat), Red-cockaded woodpecker (no habitat) & Rough-leafed loosestrife (habitat). T&E species effect: American Alligator (habitat) Trout Watershed: No Natural Heritage Area: Yes CAMA County: No Primary Nursery Area: No Moratoria: No Which species: Duration: Permits discussion: NW3 Water Quality Classification: WS IV, Sw 303d: No Coast Guard Permit? No Drainage Basin: Cape Fear River 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 Known Or Potential Historic Properties In The Area: No Architecture: No Survey Archaeology: No survey 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 Non-Marked Bicycle Route: Yes/No Comments: Geotechnical Are There Any Historical and/or Vibration Sensitive Structures Near By? No: Are There Any Known Landfills and/or Geo-environmental Hazard Sites at/or Within Close Proximity To The Project Site? No Are Any Impacts Anticipated To Natural Springs Or Artesian Wells? No Possible Foundation Type: H-piles (18”) End Bents: Interior Bents: Hydraulics FEMA Approval? Yes (MOA ) Limited Detail Study – maintain road grade Is There Unusual Scour Potential? Yes Is Protection Needed? standard end bent protection Are Banks Stable? Yes Is Protection Needed? standard end bent protection Appreciable Amount Of Large Debris? Low Placement Of Bents In The Water Be Allowed: Yes Where: 5 ft min. offset from existing interior bent Structure Type: Bridge Superstructure Type: 21” cored slab If girder; why? N/A Length Of Structure: 53 ft Min. Number Of Spans: 3 Span Arrangement: 17.667’, 18’ & 17.583’ Waive offset: No; use 5 ft offsets EB Cap: 2’-6” Skewed: 90 Add’l Comments: Items To Be Discussed / Resolved At FSM By Attendees Off-Site Stage Construction New Alignment On-site Environmental Document Prepared by: Simpson (Reviewed & Submitted by DEO) Federal CE Checklist State Minimum Criteria Checklist prepared by TBD AADT: 950 vpd (2019) NHS: No Tier: Sub-Regional Func. Class: Minor Collector Bridge Min. Clear Deck Width Recommended by Div.: 30’-10” ft CRW (Out to Out dimension 33 ft) Roadway lane width: 11’ with 3’ shoulders Extension of Paved shoulders: Pave to face of guardrail and taper 8:1 to travel lane/paved shoulder? Yes Min. Pavement Surface Course: Existing Roadway: 23 (ft) Pavement Marking: Thermo existing Pavement Markers: Raised Will Railroad Involvement Be Required: No Method of Clearing: TBD Truck Percentage: 6% per BIR Reasonable Safe Speed per SIR: 55 mph Liquidated damages: will be imposed after _ _ days of closure/construction. Amt: $ _ _ per day CEI by? NCDOT/On-Call R/W by? NCDOT/ PEF R/W monuments? Pin & Cap Salvageable materials: TBD – Keep Sheet Piles – Contact / Coordinate with Mike Fisher. Removal of previous structure remnant abutments/piers: Yes- remove or break off any existing piles 1’ below the mud line. Sequencing priority in construction? N/A Let Date: Comments: Action Items: