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  • SMU Working Drawing Submittal Status: 5/31/16 thru 7/20/16

    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

  
  
  
  
  
  
  
C203398See reviewer commentsIn Process Notice of Remedial Action (NRA) - top flanges cut without sufficient sweepCumberland6/2/20166/23/2016
C202185Acepted as Notedprecast voided cap - revised 5/31/2016Dare6/2/20166/23/2016
C203409Accepteddisc bearing - 1 replacement assemblyJackson6/2/20166/2/20166/16/2016
C202185Acceptedanchor rods - 1,194 assembliesDare6/2/20166/9/2016
C203758Returned for Corrections- See Emailintermediate diaphragms - 12 steel channel assemblies - revision 3 - fourth submittalAshe, Watauga6/2/20166/2/20166/15/2016
C202587See reviewer commentsdeck expansion joints - sandwich-gland type - WBA RFI No. 02 - proposal to provide 24-ft hold-down platesUnion, Mecklenburg5/31/20166/2/20166/8/2016
C202587Superseded by File S06109Edeck expansion joints - sandwich-gland type - four assemblies - Revision of May 27Union, Mecklenburg5/31/20166/2/2016
C202587Superseded by File S06109Ddeck expansion joints - sandwich-gland type - four assemblies - Revision of May 27Union, Mecklenburg5/31/20166/2/2016
C202587Superseded by File S06109Cdeck expansion joints - sandwich-gland type - four assemblies - second submittalUnion, Mecklenburg5/31/20166/2/2016
C202587Superseded by File S06109Bdeck expansion joints - sandwich-gland type - four assemblies - Revision of May 20 - third submittalUnion, Mecklenburg5/31/20166/2/2016
C202587Returned for Corrections - See Emaildeck expansion joints - P-type - two assemblies - first submittalUnion, Mecklenburg5/31/20166/2/20166/20/2016
C203587Accepteddeck expansion joint seal - 2 sandwich-gland type assembliesDavidson6/2/20166/2/20166/24/2016
DB00263Accepted as Noted -See Emailbox beam strand detensioning sequence, stirrup bar reconfigurationPitt6/2/20166/24/2016
C203198No Commentspost-tensioning anchorage testingBrunswick, New Hanover6/3/20166/15/2016
C203697Accepted as Noted - See Emailfabricated metal stay-in-place deck formsOnslow, Jones, Craven6/3/20166/3/20166/29/2016
C203394Accepted - See Emailfabricated metal stay-in-place deck forms on four span plate girder RR bridgeDurham6/3/20166/3/20166/23/2016
C203697Acceptedfabricated metal stay-in-place deck formsOnslow, Jones, Craven6/3/20166/3/20166/29/2016
C203697Acceptedfabricated metal stay-in-place deck formsOnslow, Jones, Craven6/3/20166/3/20166/24/2016
C203394Accepted - See Emailfabricated metal stay-in-place deck forms on four span plate girder RR bridgeDurham6/3/20166/3/20166/23/2016
C203547Accepted, See Emailproposal to place crane on bridge to handle materials and interior bent closure poursCleveland6/3/20166/3/20166/29/2016
C203617Accepteddeck overhang falsework design on MBT girdersRandolph6/3/20166/3/20166/16/2016
C203398Accepteddeck pour of Unit 1 using truck-mounted telescopic belt conveyor on bridge belowCumberland6/3/20166/3/20166/8/2016
C203697under reviewType III AASHTO girders - 10 members; 8 members; 8 membersOnslow, Jones, Craven6/3/20166/3/2016
C203670Accepted as Noted, See Emailsubstructure design for temporary detour bridge - 81-ft x 13'-7" Acrow - end bent design calculationsTransylvania6/3/20166/3/20166/10/2016
DA00275under reviewpile cap falsework design - Bents 1 & 2Hyde / Dare6/3/2016
C203697Superceded63-inch MBT girders - 88 membersOnslow, Jones, Craven6/3/20166/3/20167/1/2016
C202185under reviewPT Bar shop drawings includes details of 1 3/4" and 2 1/2" Bar systemsDare6/6/2016
C202185Accepted as NotedSegment ISDs - TS-2v (Bents 19-22)Dare6/6/20167/14/2016
C202185under reviewseal slab reinforcing - bents 18 to 29Dare6/6/2016
C202185Accepted as NotedSegment integrated shop drawings.  Included are all segment 2’s for bents 23-28.Dare6/6/20167/14/2016
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