expand Memo Type : English ‎(8)
expand Memo Type : Metric ‎(6)
  • SMU Working Drawing Submittal Status: 12/15/15 thru 2/3/16

    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

  
  
  
  
  
  
  
C203394Acceptedfabrication drawing for curved plate girder - Span F, Line 4 (Unit 2) - Revision of Dec 15Durham12/16/20151/5/2016
C203563Acceptableproposal to travel across old existing bridge with crawler craneCarteret12/16/201512/16/2015
C202653Returned for Corrections, See Emailbridge deck expansion joint - sandwich-type - two assemblies - Revision of Dec 03Johnston12/14/201512/16/201512/17/2015
C203197Accepted as Noted and See Emailfabricated metal stay-in-place deck forms for thirty-span bridge - re-submittalGuilford12/16/201512/16/201512/28/2015
C202587Acceptedintermediate diaphragms - 72 steel k-frame assembliesUnion, Mecklenburg12/16/20151/5/2016
C203328Acceptedfabricated metal stay-in-place deck forms for two-span MBT girder bridge - second submittalCabarrus, Rowan12/17/201512/28/2015
C203274Accepted, See Emailprecast three-sided concrete culvert - 17-ft span x 8'-3" rise x 47-ftOrange, Alamance12/17/20151/8/2016
C203697Duplicate of Dec, 8 submittallaminated elastomeric bearings - 766 padsOnslow, Jones, Craven12/8/201512/17/2015
C203328Accepted, See Emailcover plates for expansion joints on bridge sidewalk - 8 assembliesCabarrus, Rowan12/17/20151/6/2016
C202587Accepted as Noted, See Email54-inch MBT prestressed girders - 8 membersUnion, Mecklenburg12/16/201512/17/20151/7/2016
C203484Acceptablemass concrete analysis - bent 1 & 2 capsForsyth12/17/20151/8/2016
C202848duplicated to Nov 24 submittalprestressed concrete deck panels -  Addendum 1Carteret11/24/201512/18/2015
C203758Accepted, See EmailType IV prestressed girders - 12 membersAshe, Watauga12/18/201512/18/20151/14/2016
C203239Acceptedfabricated metal stay-in-place deck forms on three-span prestressed girder bridgeWayne, Wilson12/18/201512/18/20151/7/2016
C203550Acceptedstandard three-line aluminum rail systemMecklenburg12/18/201512/18/20151/13/2016
DG00231Accepted as Noted, See EmailType II prestressed girdersGuilford12/18/201512/18/20151/11/2016
C202587Accepted – See Email54-inch MBT prestressed girders - 36 members - second submittalUnion, Mecklenburg12/17/201512/18/201512/22/2015
Municipal ProjectAcceptedprecast concrete arch culvert - 24-ft span x 8-ft rise x 56-ft length - northeast footing revisionAnson12/18/201512/18/201512/22/2015
Developer ProjectAcceptedType IV prestressed girders - Revision of Nov 20Buncombe12/18/201512/18/201512/18/2015
C202587Accepted, See Email54-inch MBT prestressed girders - 48 membersUnion, Mecklenburg12/17/201512/18/20151/19/2016
C203484Not Reviewedcolumn cap falseworkForsyth12/21/20151/15/2016
Municipal ProjectAcceptedprecast concrete arch culvert - 24-ft span x 8-ft rise x 56-ft length - southeast footing revisionAnson12/21/201512/21/201512/22/2015
C203394Acceptedbronze expansion bearings, rocker bearings, sole & masonry plates, anchor rod assemblies, fixed bolster assembly, expansion rocker assemblyDurham12/21/201512/21/20151/11/2016
C202587Accepteddeck overhang falsework design and traffic protection plan on prestressed girder bridgeUnion, Mecklenburg12/21/201512/22/20151/11/2016
C202587Accepted as Noted, See Emaildeck overhang falsework design and traffic protection plan beneath bridgesUnion, Mecklenburg12/21/201512/22/20151/7/2016
C202587Acceptedintermediate diaphragms - 15 steel channel assembliesUnion, Mecklenburg12/23/20151/15/2016
C203518no exceptions takenfabricated metal stay-in-place deck forms - support angle revisionGuilford12/23/201512/23/201512/31/2015
C203325Accepted as Notedprecast box culvert - 20-ft x 5' x 49-ft (Type I)Buncombe, Madison, McD..12/28/201512/28/20151/8/2016
C203758Accepted as NotedType II prestressed girders - 24 membersAshe, Watauga12/28/201512/28/20151/8/2016
C203198Accepted as Notedcalculations of stress loss and elongations - post-tensioned splice girders spans 6, 7, & 8Brunswick, New Hanover12/28/201512/29/20151/11/2016
1 - 30Next
Was this page helpful?