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  • SMU Working Drawing Submittal Status: 3/15/16 thru 5/4/16

    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

  
  
  
  
  
  
  
C203697NewAccepted as Noteddeck overhang falsework design on twelve-span prestressed girder bridges; girder temporary bracingOnslow, Jones, Craven3/9/20163/16/20164/8/2016
DA00272NewAccepted, See EmailType III AASHTO prestressed girders - 15 membersHertford3/16/20163/24/2016
C203697NewAccepted as Noteddeck overhang falsework design on two-span prestressed girder bridges; girder temporary bracingOnslow, Jones, Craven3/9/20163/16/20164/8/2016
C203697NewAccepted as Noteddeck overhang falsework design on two-span prestressed girder bridge; girder temporary bracingOnslow, Jones, Craven3/9/20163/16/20164/8/2016
C203697NewAccepted as Noteddeck overhang falsework design on two-span prestressed girder bridge; girder temporary bracingOnslow, Jones, Craven3/9/20163/16/20164/8/2016
C203697Newunder reviewintermediate diaphragms -  steel channel or k-frame assemblies - 11 structuresOnslow, Jones, Craven3/9/20163/16/2016
C203398NewAccepted as Noted- See Emailsole plates and anchor rods - 200 assemblies - Revision of March 15 - second submittalCumberland3/16/20163/16/20164/22/2016
C203398Newunder reviewsole plates and anchor rods - 24 assembliesCumberland3/16/20163/16/20164/26/2016
C203758NewAccepted as Noted - See EmailType IV AASHTO prestressed girders - 24 membersAshe, Watauga3/16/20163/16/20164/14/2016
C203394Newunder reviewtemporary shoring # 3 - soil nail wallDurham3/14/20163/16/2016
C203398NewAccepted as Noted -See Emailsole plates and anchor rods - 24 assemblies - Revision of March 15 - second submittalCumberland3/16/20163/16/20164/20/2016
C203756NewAccepted as Noted, See Email21-inch prestressed cored slabs - 564 members - all 47 spans (A thru UU) - Revision of March 16 - fourth submittalDare3/17/20163/17/20163/23/2016
C202587NewAcceptedfabricated metal stay-in-place bridge deck forms on two-span prestressed girder bridgeUnion, Mecklenburg3/17/20163/17/20164/5/2016
DI00113NewReturned for Corrections - See Emailbridge steel abrasive-blast cleaning & painting containment plans - Revision of Feb 28 - second submittalForsyth3/17/20163/17/20163/24/2016
C202933NewReturned for Correctionsfabrication and erection drawings for gateway archForsyth3/15/20163/17/20163/31/2016
DG00231NewAccepteddeck overhang falsework design on prestressed girders - second submittalGuilford3/17/20163/17/20164/8/2016
C202978NewReturned for CorrectionsType III AASHTO prestressed girders - 12 members - third submittal - Revision of 3/15/2016Davidson, Stokes, Row…3/17/20163/26/2016
C203513NewAccepted as Noted, See Emailfabrication and erection drawings for 180-ft, single-span plate girders, eight linesPitt3/17/20163/17/20164/22/2016
C203513NewComments sent to Majid Khazaeiretaining walls at end bents - Sine Wall type MSE walls - Revision of March 14 - Second SubmittalPitt3/17/20163/17/20163/23/2016
C203398NewAcepted as Noted -See Emailsole plates and anchor rods - 160 assemblies - Revision of March 15 - second submittalCumberland3/17/20163/17/20164/22/2016
DN00460NewComments sent to Charles Cordraybaffle deviation for triple 87-inch x 63-inch aluminized corrugated steel pipe arch culvertHenderson3/17/20163/17/20163/17/2016
C203666NewAcceptedstandard two-line elliptical aluminum rail system - 124 linear feetTransylvania3/16/20163/17/20164/18/2016
DA00262Newto be handled by M&T Unitbridge painting submittalsNorthampton3/18/20163/18/2016
C203394NewAcceptedMSE retaining wall - Tensar Ares retaining wall system - panel casting drawings - Revision of Mar 11Durham3/18/20163/18/20164/5/2016
DA00262Newforwarded to Robin Maycockhydrodemolition planNorthampton3/18/20163/18/2016
C203399NewAccepted as Noted - See Emailhigh mast light towers - 80 & 120-ft height - one each - re-submittal - third submittalGuilford3/18/20163/18/20163/31/2016
C202587NewAcceptedintermediate diaphragms - 8 steel channel assembliesUnion, Mecklenburg3/21/20164/5/2016
C202587NewAcceptedintermediate diaphragms - 24 steel channel assembliesUnion, Mecklenburg3/21/20164/5/2016
C202587NewAcceptedintermediate diaphragms - 16 steel channel assembliesUnion, Mecklenburg3/21/20164/5/2016
DN00460NewAcceptedbaffle deviation for triple 87-inch x 63-inch aluminized corrugated steel pipe arch culvert - Revision of Mar 18 - second submittalHenderson3/21/20163/21/20163/29/2016
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