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  • SMU Working Drawing Submittal Status: 10/10/15 thru 11/29/15

    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

C203360NewAccepted as Noted - See Emaildemolition plan for bridge over NSRR - TGS & NSRR reviewWake10/12/201510/27/2015
C203359NewWDR doesn't review unless over ROWdemolition plan - phase 2New Hanover, Brunswick10/12/201510/12/201510/26/2015
C202587NewComments sent to Dean HardisterMSE retaining wall - Sine Wall type - two end bent wallsUnion, Mecklenburg10/12/201510/12/201511/6/2015
C203494NewAccepted as Noted - See Emailprecast option - double 12 x 8 x 206-ft split-box culvert designMontgomery10/8/201510/12/201511/2/2015
C203513NewAcceptableproposal to shop weld splice to flange and web of 177-ft plate girdersPitt10/12/201510/12/201510/13/2015
C203503NewAccepted as Notedfabrication & erection drawings for plate girders on dual 157-ft, single-span bridges - ResubmittalBladen10/12/201510/12/201511/6/2015
C203433NewAccepted as Noted – See Email72-inch MBT girders - Spans C, D - 14 membersGuilford10/12/201510/12/201511/3/2015
C203533NewAccepted as Notedbridge deck expansion joint cover plates for sidewalk - 4 assemblies - Revised drawingLenoir10/13/201510/13/201511/1/2015
CATS Contract - B/CNewAcceptedMSE retaining walls - steel encasement around 8" drain pipe under MSE wall C32Mecklenburg10/13/201510/16/2015
C203399NewAccepted – as – Notedstandard two-line elliptical aluminum rail system - 1,040 linear feetGuilford10/13/201510/13/201511/6/2015
C203433NewReturn for Corrections and See Emailfabricated metal stay-in-place deck forms for dual five-span MBT girder bridges - Revision of Oct 09Guilford10/13/201510/13/201510/20/2015
C203433NewAcceptedintermediate diaphragms - 64 steel k-frame assemblies - Revision of Oct 07Guilford10/13/201510/13/201511/5/2015
C203540NewAccepted as Noted, See Emailbridge deck expansion joint seals - two sandwich-gland type assemblies; sidewalk cover platesNew Hanover10/13/201510/13/201510/27/2015
C203399Newunder reviewhigh mast light towers - 80 & 120-ft height - one eachGuilford10/13/2015
C203328NewSatisfactory if Corrected as Notedfabrication and erection drawings for 437-ft, five-span plate girder railway bridge, 14 lines - TGS & NSRR reviewCabarrus, Rowan10/13/201510/27/2015
C203550NewAccepteddeck overhang falsework design on prestressed girdersMecklenburg10/14/201510/14/201511/10/2015
C203544NewAccepted, See Emailtop down construction - two cranes on bridge for setting cored slabs in span BHoke, Scotland, Richmo..10/14/201510/14/201511/2/2015
C203166NewAccepted as Noted, See Emailoverhead sign support assembly design - five span-type, one butterfly assemblyWake10/13/201510/14/201510/20/2015
C202616NewAccepted as Notedspan jacking and blocking planHertford / Gates10/13/201510/14/201510/23/2015
C203394Newunder reviewproposed alternate reinforcing steel (in lieu of welded wire fabric) for shotcrete panels at soldier pile walls for RR abutment - alternate #2Durham10/15/201510/15/2015
C203433NewAccepteddeck overhang falsework design - three prestressed girder bridgesGuilford10/15/201510/15/201511/2/2015
C202585Newunder reviewretaining walls - two RECo typeCaldwell, Watauga10/15/201510/15/2015
C203563NewAcceptedstandard two-line elliptical aluminum rail system for 1,351-ft, 15-span bridgeCarteret10/15/201510/15/201511/5/2015
C203433NewComments sent to Majd Khazaeiretaining walls at end bents - RECo MSE typeGuilford10/15/201510/15/201510/29/2015
C202653NewAcceptedfixed disc bearing assembly design - 7 assembliesJohnston10/14/201510/15/201511/24/2015
C202978NewAccepted as Noted, See Emailstandard three-line aluminum bridge rail system - 316 linear feetDavidson, Stokes, Row…10/15/201510/15/201510/29/2015
C203412NewAccepted - See Emailoverhead sign support assembly design - one span typeGuilford10/14/201510/15/201511/4/2015
C203328NewAccepted - See Emailbridge deck expansion joint seal - twp P-type assembliesCabarrus, Rowan10/16/201511/1/2015
C203328NewAccepted - See Emailbridge deck expansion joint seal - two P-type assembliesCabarrus, Rowan10/16/201511/1/2015
DG00238NewAccepted - See Emailoverhead sign support assembly design - one 35-ft cantileverGuilford10/16/201510/22/2015
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