Design Standard Notes

 
  
  
expand Memo Type : English ‎(8)
expand Memo Type : Metric ‎(6)
  • SMU Working Drawing Submittal Status: 1/10/15 thru 3/1/15

    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
    James L. Bolden Jr., PE           919-707-6408

    NCDOT Structures Management Unit, Working Drawing Review & Approval Section

 

 Drawings Submittal Status

 
  
  
  
  
  
  
  
Town ContractAccepted as Notedpartial resubmittal of fabrication drawings for 295-ft, five-span plate girders - three line bridge widening - submittal of Jan 12Wake1/12/20152/4/2015
C203398Accepted, See Emailpot bearing design - three structures - 50 assembliesCumberland1/12/20151/12/20152/5/2015
C203398Accepted as Noteddisc bearing design - five structures - 77 assembliesCumberland1/12/20151/12/20152/11/2015
CATS Contract - AComments sent to Jerry McNealsound barrier wall - panelsMecklenburg1/12/20151/20/2015
C203386Comments sent to Dean Hardisterpermanent soil nail retaining wall no. 4Alleghany1/12/20151/12/20151/27/2015
C200800superseded by Jan 16 submittalsound barrier wall Nos. 1, 2, 3 - steel pile fabrication & erection detailsGuilford, Rockingham1/8/20151/12/20151/12/2015
C203197Accepted as Noted, See Emailexpansion joint seals - sandwich-gland type - 10 assembliesGuilford1/12/20151/12/20152/6/2015
C202853Accepted as Notedoverhead sign support designs - Assembly B foundation redesignForsyth1/12/20151/12/20151/16/2015
C203197superseded by submittal of Jan 14fabricated metal stay-in-place deck forms for 778-ft, seven-span, MBT girder bridge - Submittal of Jan 12Guilford1/12/20151/12/20151/14/2015
C203239Acceptedbox culvert roof falsework - Spanall trussesWayne, Wilson1/12/20151/12/20151/23/2015
C203075Acceptableadditional steel shim plates for repair work -  bent 2, span B, under rolled beamsCatawba1/12/20151/13/2015
C203240Accepted, See Emailprestressed interior bent caps - 3 segments each bridgeColumbus1/12/20151/15/2015
C202848Accepted as Noted, See Emailintermediate diaphragms in Spans S thru CC - steel channel assemblies - Submittal of Jan 12Carteret1/12/20151/12/20151/22/2015
C203399Acceptedfalsework design for hammerhead caps 1 thru 7Guilford1/12/20151/12/20151/16/2015
C203197Accepted, See Emailexpansion joint seals - sandwich-gland type - 4 assembliesGuilford1/12/20151/12/20152/19/2015
C203198Acceptedsandwich-gland type expansion joint seal - 4 assembliesBrunswick, New Hanover1/13/20152/3/2015
C202848AcceptedType III prestressed concrete girders - Revision of Jan 13Carteret1/13/20151/14/2015
C203398Accepted as Noted, See Emaillaminated elastomeric bearings - 14 bridges - 588 padsCumberland1/13/20151/13/20152/9/2015
C203398Forwarded to Randy Porterpot bearing and disc bearing welding procedure specificationsCumberland1/13/20151/13/20152/5/2015
C203198Acceptedsandwich-gland type expansion joint seal - 4 assembliesBrunswick, New Hanover1/13/20151/28/2015
C203359Acceptableepoxy adhesive system for bolts and dowelsNew Hanover, Brunswick1/13/20151/26/2015
C203197Accepted, See Emailfabricated metal stay-in-place deck forms for 778-ft, seven-span, MBT girder bridge - Submittal of Jan 14Guilford1/14/20151/14/20151/15/2015
DH00042Accepted, See Emailstandard two-line elliptical aluminum bridge rail system - 185 linear feet - Revision of Jan 14Randolph1/14/20151/20/2015
C203393Comments sent to Jon Almondretaining wall along RR - soldier piles with cast-in-place faceHaywood12/5/20141/14/20151/21/2015
DN00351Accepted as Noted, See Emailprecast three-sided culvert - wingwall planTransylvania1/15/20151/15/20151/22/2015
C203398Acceptablemass concrete analysis & thermal control plan - Bent 1 thru 5 footingsCumberland1/15/20151/15/20152/5/2015
C203398Acceptablemass concrete analysis & thermal control plan - Bent 1 thru 9 footingsCumberland1/15/20151/15/20152/5/2015
C203398Acceptablemass concrete analysis & thermal control plan - Bent 1 & 2 footingsCumberland1/15/20151/15/20152/5/2015
C203315Acceptedstandard two-line elliptical aluminum bridge rail system - three bridgesNash, Halifax1/15/20151/15/20151/23/2015
DK00115Accepted as Noted, See emailproposal to place pump truck on cored slab bridge to pour concrete wearing surface in Spans D & EAlleghany1/14/20151/15/20152/6/2015
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