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  • SMU Working Drawing Submittal Status: 7/8/15 thru 8/27/15

    This online version of the submittal listing is updated semi-weekly, on Monday and Thursday mornings, usually by 10 AM.

    If your submittal does not appear on this listing, check with this Office. For many construction projects, the contact information is shown in the Structure Section of the Contract, as a Project Special Provision entitled “Submittal of Working Drawings”.

    Paul D. Lambert, PE                 919-707-6407
    James A. Gaither, PE               919-707-6409
    Madonna L. Rorie, PE               919-707-6508

    NCDOT Structures Management Unit, Working Drawing Review & Approval Section

  
  
  
  
  
  
  
C203646Comments sent to Chris Kreider.retaining wall - Sine Wall typeVance-Warren7/9/20157/27/2015
C203646Accepted - See Emailintermediate diaphragms - 16 steel k-frame assembliesVance-Warren7/9/20158/5/2015
C203646Acceptedintermediate diaphragms - 9 steel channel assembliesVance-Warren7/9/20157/29/2015
C203646Acceptedintermediate diaphragms - 12 steel k-frame assembliesVance-Warren7/9/20158/3/2015
C203358Accepted- See E-Mailhold-down plate type bridge deck expansion joint system - 2 assembliesYancey, Mitchell7/9/20158/4/2015
C203358Accepted- See E-Mailhold-down plate type bridge deck expansion joint system - 2 assembliesYancey, Mitchell7/9/20158/4/2015
EncroachmentSent Comments to Jon Almondretaining wall - 185-ft soil nail wall - Revision of July 09Watauga7/9/20157/15/2015
C203394Acceptedfabrication and erection drawings for curved plate girders - Spans D, E, F (Unit 2) - distribution printsDurham7/9/20157/23/2015
C203398Accepteddeck overhang falsework design for ten-span, 63-inch MBT girder dual bridges  (S-0130)Cumberland7/9/20157/9/20157/24/2015
C203398Accepteddeck overhang falsework design for eight-span, 63-inch MBT girder dual bridges  (S-0131)Cumberland7/9/20157/9/20157/24/2015
C203398Acceptedpost-tensioning hardware - bent caps 5, 6, 7 - Revision of July 07  (S-0106)Cumberland7/9/20157/9/20157/10/2015
C203359Accepted as Noted, See Emaildeck expansion joints - 6 assemblies - Revision of July 05New Hanover, Brunswick7/9/20157/14/2015
C203394Accepted as Noted, See Emailfabrication and erection drawings for curved plate girders - Spans A, B, C (Unit 1) - distribution printsDurham7/9/20157/22/2015
C203358Accepted - See Emailhold-down plate type bridge deck expansion joint system - 2 assembliesYancey, Mitchell7/9/20158/4/2015
C203518Accepted - See EmailType IV prestressed girders - 5 membersGuilford7/10/20157/10/20157/23/2015
CATS Contract - AAcceptedrevised fabrication drawings for plate girders in span A (HE1, HF5 & HF6 (again)) - revised length of girderMecklenburg7/10/20157/22/2015
C203398Accepted as Noteddeck overhang falsework and traffic protection design for 277-ft, two span plate girder bridge  (S-0132)Cumberland7/9/20157/10/20157/21/2015
DN00388Accepted as Noted, See Emailprecast three-sided culvert - 18'-4 1/2" span x 4'-0" rise x 83'-3" long - Revision of June 01Transylvania7/10/20157/21/2015
C203359Acceptableconstruction gantry crane anchorage - revisedNew Hanover, Brunswick7/11/20157/21/2015
C203325Accepted as Notedprecast box culvert - 14-ft x 4'-3" x 68-ft long - inverted three-sided section with separate top slabBuncombe, Madison, McD..7/13/20157/13/20157/23/2015
C203398Accepteddeck overhang falsework and traffic protection design for 143-ft, three-span Type III prestressed girder bridge  (S-0133)Cumberland7/13/20157/13/20158/3/2015
C202771Accepteddeck overhang falswork on MBT girder bridges - Revision of July 13 - Spans C and DWayne-Lenoir7/13/20157/13/20157/14/2015
CATS Contract - Anot reviewedplate girder erection plan for 63-ft membersMecklenburg7/13/2015
C203325Acceptableprecast three-sided culvert - Wing Revison of July 13Buncombe, Madison, McD..7/13/20157/13/20157/17/2015
C203199Acceptedpartial resubmittal of girder fabrication drawings - corrected dimensions - Revision of July 7Brunswick7/14/20158/6/2015
C203160Reviewedplate girder proposed modification - member 209B7 - Revision of July 1Davidson7/14/20157/14/2015
C203284Acceptableproposal to travel across phase one of cored slab bridge with crawler crane - Revision of July 14Mecklenburg7/14/20157/17/2015
C203646Accepted, See Emailfabricated metal stay-in-place deck forms for 228-ft, three-span, Type IV prestressed girder bridgeVance-Warren7/15/20157/31/2015
C203328Acceptedsole plates, anchor rod assemblies, intermediate diaphragms - 12 channel assembliesCabarrus, Rowan7/15/20157/22/2015
C203328Acceptedsole plates, anchor rod assemblies, intermediate diaphragms - 12 channel assembliesCabarrus, Rowan7/15/20157/22/2015
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