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  • SMU Working Drawing Submittal Status: 6/9/15 thru 7/29/15

    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

  
  
  
  
  
  
  
C203273Accepted, See Emailcored slab strand detensioning sequences and stirrup bar reconfiguration - RevisedDurham, Granville, Vance6/10/20156/10/20156/19/2015
C202602Acceptedoverhead sign support and foundation designs - 2 span-type & 2 cantilever-type assembliesIredell5/4/20156/10/20156/16/2015
C203399Acceptedplate girder details, Unit 2, line 2, Span G - Revision of June 10Guilford6/10/20157/1/2015
C203206Accepted as Notedfalsework for 16-ft span x 67-ft long arch culvert extensionCabarrus, Mecklenburg6/10/20156/29/2015
C203646Acceptedintermediate diaphragms - 24 steel channel assembliesVance-Warren6/10/20156/26/2015
C203255Reviewedtwo-line tubular aluminum pedestrian railWake5/20/20156/10/20157/2/2015
C203255Revieweddeck expansion joint cover platesWake5/20/20156/10/20157/2/2015
C203562Accepteddeck overhang falsework design on four-span Type IV prestressed girder bridgeMcDowell6/11/20156/11/20157/7/2015
DF00077No Exceptions Takenproposal to place latex mobile mixer truck on scarified bridge deckBladen & Cumberland6/11/20156/16/2015
C203509Acceptedstandard two-line elliptical aluminum bridge rail system - 360 linear feetSurry, Yadkin6/11/20156/11/20156/24/2015
CATS Contract - B/Cnot reviewedplate girder erection planMecklenburg6/11/20156/16/2015
Encroachment AgreemeAccepteddeck overhang falsework and traffic protection design beneath structure; light pole support falsework detailsChatham6/11/20157/1/2015
C203198Acceptedproposed method to secure expansion joint assembly during concrete pour - Detail #2Brunswick, New Hanover6/11/20156/11/20157/1/2015
C203218Accepted, See Emailsole plates - 25 more piecesCatawba, Cleveland, Ga..6/12/20156/12/2015
C203398Acceptedapproval fabrication and erection drawings for 751-ft, six-span plate girder  bridgeCumberland6/12/20157/2/2015
C203398Accepted as Notedapproval fabrication and erection drawings for 686-ft, five-span plate girder bridgeCumberland6/12/20157/7/2015
DD00145Accepted as Notedmasonry plates, filler plates, cuved sole platesJohnston6/12/20156/12/20156/17/2015
C202587superseded by June 23 submittalroof falsework of box culvertUnion, Mecklenburg6/15/20156/15/20156/23/2015
C202848Returned for Correctiontemporary shoring tower design & temporary strongback designCarteret6/10/20156/15/20157/13/2015
C203546Comments sent to Jon Almondshoring - temporary soil nail wallAshe6/15/20156/15/20156/29/2015
DG00231Accepted as Noted, See Emailtemporary detour structure - Mabey superstructure - 73-ft x 30-ftGuilford6/15/20156/15/20157/9/2015
C203433Comments sent to Majid KhazaeiMSE retaining walls - RECo type - Site 2 at end bents 1 & 2Guilford6/15/20156/15/20157/1/2015
C202587superseded by June 23 submittalroof falsework of box culvertUnion, Mecklenburg6/15/20156/15/20156/23/2015
C203646Accepted as Noted - See Emailfabricated metal stay-in-place deck forms on two-span MBT girder bridgeVance-Warren6/16/20156/16/20157/7/2015
C203646Accepteddisc bearing designs - 10 assembliesVance-Warren6/16/20157/9/2015
C203564not reviewedVersaflex elastomeric bearings - 246 plain padsNash6/16/20156/16/20157/1/2015
C203646Accepted as Noted - See Emailfabricated metal stay-in-place deck forms on single-span MBT girder bridgeVance-Warren6/16/20156/16/20157/7/2015
C203433AcceptedMSE retaining walls - RECo type - Site 5 at end bents 1 & 2Guilford6/16/20156/16/20156/29/2015
MunicipalAccepted as Notedpedestrian bridge - 37'-10" x 10'-4", Continental prefabricated single-span tubular truss typePitt6/16/20157/13/2015
C203646Accepted as Noted – See Emailfabricated metal stay-in-place deck forms on single-span MBT girder bridgeVance-Warren6/16/20156/16/20157/7/2015
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