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  • SMU Working Drawing Submittal Status: 11/14/16 thru 1/3/17

    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”.

    James L. Bolden, PE                 919-707-6408
    Emmanuel I. Omile, PE             919-707-6451
    Madonna L. Rorie, PE               919-707-6508

    NCDOT Structures Management Unit, Working Drawing Review & Approval Section

C203781Acceptedsteel diaphragm fabrication and erection drawings - 3 assembliesColumbus11/16/201611/16/201611/16/2016
DN00166AcceptedProposal to set the last phase of cored slab beams, crossing Phase I Bridge.Jackson11/16/201611/21/2016
DH00210Accepted as Noted - See Email54-inch prestressed girders - 5 membersChatham11/16/201611/16/201612/12/2016
DF00077Accepted as Noted - See Emailbridge superstructure jacking for girder repairBladen & Cumberland11/16/201611/28/2016
C202185Concur with HDRRFI - Bent 23 Pile As-Builts Structural Confirmation - Rev 1; Rev 2Dare11/16/201611/29/2016
(no title)Accepted - See Emailprecast culvert design, drawings and load rating -  9' x 6' double barrelWake11/16/201611/17/2016
C203394Acceped as Noted - see emaileProposal to place LMC truck on bridgesDurham11/17/201611/17/201612/8/2016
C203274Accepted as Notedprecast three-sided culvert - 18-ft x 4'-9" x 40'-8 1/2" with precast wingsOrange, Alamance11/17/201612/5/2016
C203394Acceptedplate girder fabrication and erection drawings -Bearing Stiffener Revisions -  Revision of November 17Durham11/17/2016
DG00325Accepted As NotedCulvert Installation South Greensboro Street - Corrugated Aluminum Plate Pipe - 9'-3" span x 6'-5" riseOrange11/10/201611/17/201612/22/2016
DM00183Acceptedprecast three-sided culvert - 30' span x 3'-0" rise x 40'-1" long, cast-in-place footing design, string of emails ending with Oct 18 Joshua Mashburn emailMcDowell11/17/201611/17/201611/21/2016
C203567AcceptedCritical Lift PlanDurham11/17/201612/12/2016
C203567AcceptedTemporary span shop drawingDurham11/17/201612/6/2016
C203567Accepted as NotedDisc Bearing Shop DrawingsDurham11/17/201612/9/2016
(no title)under reviewSegment EpoxyDare11/18/201612/20/2016
(no title)under reviewElastomeric CoatingDare11/18/2016
C203406Comments sent to Dean HardisterMSE System Standard Detail and Calculations - Sine TypeMecklenburg, Iredell11/18/201612/5/2016
C202978Accepted As NotedHandrail for Gravity WallDavidson, Stokes, Row…11/18/201611/18/201611/22/2016
C203394AcceptedDemolition Plans and Calculations - Revision of November 18Durham11/18/201612/9/2016
C202185Accepted as Notedprestressed concrete girder - 96in. FIB Girder SD - U-2_S-3-6Dare11/18/201612/5/2016
C203725Acceptedsidewalk expansion joint cover plate fabricationForsyth11/21/201612/6/2016
C203567No Additional CommentsAlternate Shoring Plan - Soldier Pile with Timber LaggingDurham11/21/201611/21/201612/7/2016
C202848Accepted as Noted - See Emailproposal to place heavy equipment (other than cranes) on new bridgeCarteret11/16/201611/21/201612/2/2016
C203406Accepted as Noted - See EmailOverhang Falsework and Traffic ProtectionMecklenburg, Iredell11/21/201611/30/2016
(no title)under reviewRFI:  Nav Span Column Intermediate Grout Vent Reduction RFI - Nav Span Column Intermediate Grout Vent Reduction RFI :  Cap 23 & 24 Handrail Sleeve DetailDare11/22/2016
C202185No objections takenRFI # 0075  Nav Span Column Intermediate Grout Vent ReductionDare11/22/2016
C203792Accepted as Noted - See emailSIP FormsGuilford11/22/201612/14/2016
C203394No exceptions takenRFI:  Deletion of temporary bent - Structure 11, Unit 2Durham11/22/201611/22/201612/21/2016
C203792AcceptedSIP FormsGuilford11/22/201612/14/2016
C202185No objections takenRFI # 0075  Nav Span Column Intermediate Grout Vent ReductionDare11/22/2016
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