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Accepted - See EmailC204812 :  Project A-0009CC - RW21 revised facing plans (Sta. 420+39.2 to Sta. 424+00)Graham2/7/20242/15/2024
  
Accepted As Noted-see E-mailAssembly A Overhead Sign Shop Drawings and Calculations - Assemblies A, and I - 3rd Revised SubmittalHarnett, Johnston2/7/20242/15/2024
  
Accepted as Noted - See EmailLaminated Elastomeric Bearing Pad - 1st submittalRobeson2/7/20242/8/2024
  
AcceptedTwo Bar Metal Rail - First SubmittalPender2/7/20242/14/2024
  
Accepted  With Comments.Crawler Crane on New Bridge (Span B) - First SubmittalRichmond2/7/20242/22/2024
  
C204880 Forsyth County 7'x7'x123' precast box culvert working drawings( 4 drawings)FORSYTH2/7/2024
  
C204880 Forsyth County 14'x7'x86.5 precast box culvert working drawings( 4 drawings)FORSYTH2/7/2024
  
Accepted-See EmailC204198 Submittals - NW32A & NW33A Bridge Mounted Soundwall Shop Drawings (Lake Wheeler Rd)Wake2/8/20242/26/2024
  
AcceptedU-5826 High Mast Calculations (60' and 100' Poles) - First SubmittalWAKE2/8/20242/28/2024
  
Accepted As Note-See E-mailsubstructure information & design for Three-span Acrow Temp. Detour Bridge - First SubmittalBurke2/8/20243/7/2024
  
Accepted as Noted - See EmailSubmittal #12  C204725 Nash County  - Two Bar Metal Rail   - First SubmittalNash2/9/20242/16/2024
  
Reviewed by Roadside Environmental UnitHydrodemolition for bridges 100339, 100334, 100347, 100344, 100356 and 100352 in Buncombe Co.Buncombe2/9/20243/13/2024
  
Defer to Resident For ApprovalC204709 Revised Submittal - Epoxy for Anchor Bolts Submittal (Alternative) - 4th submittalMADISON2/9/20242/21/2024
  
Return for Corrections - See EmailSpan Jacking for Span C, Bent 3 - First SubmittalMcDowell2/9/20243/7/2024
  
Accepted as noted- See EmailC204462 - Paint Platform and Containment Plans for Bridge # 911039 & 911083 and Bridge #310306WAKE2/9/20242/28/2024
  
Accepted See EmailC204633 - Submittal No. 400-73.0 - Structure 6 Unit 1 Structural Steel Revised Sheet 06-013A onlyForsyth2/9/20243/21/2024
  
AcceptedC204438 - C204438 - Equipment on Bridge studyAlamance2/9/20242/26/2024
  
Accepted See EmailAluminum structural plate headwall design for 66" Dia. pipe culvert - First SubmittalHoke2/12/20243/7/2024
  
Accepted As notedOverhang Falsework - First SubmittalRobeson2/12/20243/25/2024
  
Returned for correctionsOverhang and Closure Pour Falsework Submittal - First SubmittalBurke2/13/20242/13/20242/29/2024
  
Return for Correction See EmailSingle 16' x 9' precast box culvert - Split Box - Second (Revised) SubmittalGraham2/13/20243/8/2024
  
Accepted as Noted - See EmailSTR 5E/5W Strip Seal Expansion Joint - First SubmittalRobeson2/13/20242/28/2024
  
Accepted  See EmailAASHTO Type IV girders for Structure 1 - 10 members - First SubmittalColumbus2/13/20243/1/2024
  
Accepted -See EmailAASHTO Type IV girders for Structure 3 and 4 - 22 members - First SubmittalColumbus2/13/20243/4/2024
  
Accepted as Noted-See EmailStrip Seal Expansion Joint - First SubmittalRobeson2/13/20243/1/2024
  
Accepted as noted- See EmailScreed Support Design For MSE Wall for Stage 3 - First SubmittalRobeson2/14/20243/11/2024
  
Returned for Corrections - See EmailHold Down Expansion Joint at End Bent 1 and End Bent 2 - Second SubmittalCumberland2/14/20242/14/20243/12/2024
  
Acceptedoverhead sign support designs - 2 double support and 2 cantilever - First SubmittalCumberland, Robeson2/15/20243/8/2024
  
Accepted See EmailAluminum structural plate headwall design for 11'-9" Span x 7'-2" Rise Structural Plate Pipe Arch Culvert - First SubmittalHoke2/16/20243/13/2024
  
Accepted As Noted - See EmailHold Down Expansion Joint at End Bent 1 and End Bent 2 - Second SubmittalPitt2/19/20243/22/2024
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