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Home My WebLink AboutCaldwell 29 - Bridge FSM Worksheet NORTH CAROLINA DEPARTMENT OF TRANSPORTATION FIELD SCOPING MEETING WORKSHEET WBS No.: BP11.R001.1 Field Scoping Meeting Date: January 28, 2021 Division: 11 Location: On-Site Route (US/NC/SR): NC 268 County: Caldwell Project Description: Bridge No.130029 on NC 268 over Yadkin River Tier: Regional Municipality: near Lenoir Attendees Name Phone No. E-mail Division Bridge Manager Joe Laws jlaws@ncdot.gov Assistant Bridge Program Mark Johnson mgjohnson4@ncdot.gov Manager Division Construction *Trent Beaver tbeaver@ncdot.gov Engineer Division Construction Staff Greg Johnston gjohnston@ncdot.gov Engineer Boone District Engineer *Randall Miles rsmiles@ncdot.gov Utility Coordinator *Susan Huffman sohuffman@ncdot.gov Environmental Officer Kevin Hining kjhining@ncdot.gov Division Maintenance *Charles Reinhardt creinhardt@ncdot.gov Engineer Division R/W Agent Daneil Miles d miles@ncdot.gov Locations & Survey *Larry Absher lrabsher@ncdot.gov NCDOT Hydraulics Unit Marc Shown mshown@ncdot.gov NCDOT Hydraulics Unit *Jon Moore jlmoore6@ncdot.gov NCDOT SMU *Keith Paschal kpaschal@ncdot.gov NCDOT GEU *Dean Hardister dhardister@ncdot.gov FWS *Janet Mizzi/Holland janet_mizzi@fws.gov Youngman holland_youngman@fws.gov USACE *Lori Beckwith Loretta.A.Beckwith@usace.army.mil NC WRC *Marla Chambers marla.chambers@ncwildlife.org NCDWR *Dave Wanucha dave.wanucha@ncdenr.gov 1 of 6 TGS Jimmy Terry jterry@tgsengineers.com TGS Leonard Fletcher lfletcher@tgsengineers.com Jay Twisdale jtwisdale@tgsengineers.com TGS TGS *Randy Henegar rhenegar@tgsengineers.com CG2 Matt Brewer mbrewer@carolinasgeotech.com Telics Patrick Jones patrickjones@telics.com *Invited but could not attend. 2 of 6 Existing Features Feature Bridged: 130029 over Yadkin River on NC 268 Ex. Bridge Clear Deck Width: 19 (Ft.) Roadway width: 16 (Ft.) (Bridge / Culvert) Length: 161 (Ft.) Deck Width (Out To Out): 20 (Ft.) Water Depth: (Ft.) Height Bed-To-Crown: (Ft.) Year Built: 1940/Reconstructed 1980 Posted: SV 34 TTST: 39 Superstructure: Timber Floor on Abutment: Reinforced Pier Type: Reinforced Concrete Spill Thru Concrete Post & Beam I-Beams Temp. Shored: No Historic High Water (Elev. To The Existing Structure ): Ft. PRI: DP: SR: 55.24 School Bus crossings per day: Posted Speed Limit Vicinity: 45 mph Detour Off-Site Stage Construction New Alignment On-site One lane Staged to upstream temporary bridge is side if feasible. option. If Off-Site, Description Of Detour Route: Approximate Length Of Detour? Improvements Needed To Road(s) On Detour ? Div. Traffic Eng. Recommend Off-site detour signing? Improvements Needed To Bridges On Detour? Are future plans for upgrading this roadway either at or in the vicinity of this project? Are Bridges On Detour Currently Programmed ? Are There EMS Or Business Access Issues ? Are There Any Railroad Crossings On Detour? Should Work Zone Pedestrian Access Be Maintained During Construction? N/A Overhead Utility Lines In Conflict Yes Power Transmission Lines In Conflict Telephone In Conflict Yes Cable Lines In Conflict Yes 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 3 of 6 Environmental Wetlands At Site: Comments: Endangered Species In County: Carolina northern flying squirrel; Gray Bat; Virginia big- eared bat; Spruce-fir moss spider; Roan Mountain Bluet T&E species effect: Trout County : Yes TVA County: No CAMA County; No Primary Nursery Area: No Moratoria: No Which species: Trout Duration : Water Quality Classification: C; TR 303d: No Coast Guard Permit? No Drainage Basin: Yadkin PeeDee Riparian Buffer Rules: No Is The Project Site In Or Near Any Of The Following: National Forest: No Wildlife Refuge/Gamelands: 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 Preservation:Yes (Prime Farmland) Known Or Potential Historic Properties In The Area: Architecture: 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 Non-Marked Bicycle Route: Comments: Geotechnical Are There Any Historical and/or Vibration Sensitive Structures Nearby: Yes Comments: House nearby. Are There Any Known Landfills And / Or Geo-environmental Hazard Sites At Or Within Close Proximity To The Project Site? No Comments: Are Any Impacts Anticipated To Natural Springs Or Artesian Wells: No Comments: Possible Foundation Type: H-Piles at the end bents and drilled shafts for interior bent(s) 4 of 6 Hydraulics FEMA Approval? Yes State Storm water Permit? N/A Is There Unusual Scour Potential? No Is Protection Needed? STD Are Banks Stable? Yes Is Protection Needed? STD Appreciable Amount Of Large Debris? Yes Placement Of Bents In The Water Be Allowed: Yes Where: Superstructure Type: Bridge If Bridge: 33” BB If girder; why? Length Of Structure: 170’ Min. Number Of Spans: 3 Span Arrangement: 1@50,1@70,1@50 Waive offset: No Cap: 4’ Skewed: Yes, 75 degrees Comments: Spill through abutments. Items To Be Discussed / Resolved At FSM By Attendees Off-Site Detour Stage: New Alignment: On-site detour CRW: Clear roadway width (CRW): 15’ one lane w/ signals; Alignment; N, E, W, S Temp. Signals: Yes Alignment: W Environmental Document Prepared by DBE: Low Impact Data Spreadsheet Minimum Criteria Checklist ADT: 650 per Maps NHS: No Tier: Regional Func. Class: Major Collector Bridge Min. Clear Deck Width Recommended by Div.: 36’ OTO? Roadway lane width _12_‘ with _8_‘ turf shoulders 4’ Paved Pave to face of guardrail and taper 8:1 to travel lane/paved shoulder? Yes Min. Pavement Surface Course: inches: Existing Roadway: Paved Pavement Marking: Paint Pavement markers: Yes Will Railroad Involvement Be Required: No Method of Clearing: Method II Truck Percentage: 7 % per BIR Reasonable Safe Speed per SIR: Liquidated damages: will be imposed after days of closure/construction. Amt: $ per day CEI by? NCDOT R/W by? NCDOT R/W monuments? Pin/Caps Salvageable materials: I-Beams Contact Person/number: Andrew Glasko 336-903-9198 Deliver to: 303 Statesville Road, North Wilkesboro Removal of previous structure remnant abutments/piers: Comments: NCDOT to provide pavement design. Permanent Easement or R/W to be placed outside of fill slopes for maintenance (min. 15’) 5 of 6 Minimize impacts to home/property in SW quadrant. Investigate two options (stage construction or temporary bridge) Structure Design Unit to confirm if cored slabs can be used with concrete overlay. FEMA 100 year flood overtops by 2’, so minimizing superstructure depth may be essential. Design team to contact bike/ped group. 6 of 6