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  • SMU Working Drawing Submittal Status: 08/30/21 thru 10/19/21

    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

  
  
  
  
  
  
  
C204283accepted as notedSubmittal No. 328 (CS-328) Site 8 Overhang Falsework - first submittalCumberland, Harnett9/1/20219/15/2021
DG00522accepted as notedGuardrail attachment for Temporary Bridge superstructure Calcs and Drawings for Acrow Bridge - First SubmittalRockingham9/1/20219/14/2021
DG00522Accepted as Noted - See EmailDG00522 - Shop Drawing or Two Bar Aluminum Rail System - First SubmittalRockingham9/1/20219/27/2021
C204103Not reviewedC204103 Jamestown Parkway - Soldier Pile Retaining Wall Panels Formliner for Wall #8 - 1st submittalGuilford9/1/20219/17/2021
C204372Accepted as Noted - See EmailC204372 Carteret Co., 24" concrete piles with Carbon Fiber strands and lifting straps - 1st submittalCarteret9/1/20219/30/2021
C204202Accepted As Noted - See EmailGREEN RIVER BRIDGE Bays 1 & 3 : Spans A/E and B/C/D Floor Beam Connection Seats (Sheet S-74).Henderson9/1/20219/27/2021
C204202AcceptedRFI:  Bearing Tie Rod Steel GradeHenderson9/1/20219/14/2021
C204283Accepted  See EmailCS-345 Type IV PPC Girder Shop Drawings (8 members)  (Site 9) - First SubmittalCumberland, Harnett9/1/20219/2/20219/16/2021
DD00327Acceptedstandard two-line elliptical aluminum bridge rail system - 445.50 linear feetEdgecombe9/3/20219/23/2021
C203970Recommend AcceptanceNCR for 45" FIB PPC Girders (vertical cracking)Mecklenburg9/3/20219/14/2021
C204202See response from Engineer of RecordGREEN RIVER Bridge RFI #011 Floor Beam Connection Retrofit Design ForceHenderson9/3/20219/16/2021
C203970AcceptedC-197 STR10 Metal Cover Plates Assembly Shop Drawings - First SubmittalMecklenburg9/3/20219/17/2021
C204003See Reviewer's CommentsRFI: Seal Coating Incorrectly AppliedPerquimans9/7/20219/16/2021
C204157SMU has no comment36-Inch Storm Jack and Bore Means and Methods (Trenchless) - First SubmittalWake9/7/20219/13/2021
C204197Accepted - see EmailMSE Walls 1 & 2 retaining walls at bridge end bents Revision 3 - RECo type - 2nd submittalJohnston, Wake9/7/20219/20/2021
C204003Accepted as notedSubmittal No. 083R1 R-4467 MSE Wall Design - Walls 3, & 4 - Second submittalPerquimans9/7/20219/16/2021
C204558Accepted -See EmailBladen C204558 - shop drawings for the 2-bar metal rail - First SubmittalBladen9/7/20219/28/2021
C204157accepted as noted - see emailSound barrier walls - concrete panels with 14 concrete posts (NW4A); concrete panels with 115 concrete posts (NW4B) - First submittalWake9/7/20219/21/2021
DK00302AcceptedDK00302 Ashe County  - Alaska Rail Shop DrawingAshe9/7/20219/15/2021
C204157ReviewedS-282 Area 05 Permanent Soil Nail Wall Lee200F Brick Product Data Sheet - First SubmittalWake9/7/20219/13/2021
C204603We have not reviewedC204603 - Mebane Oaks Road - Submittal 10 - Cap Falsework Design DrawingsAlamance9/7/20219/15/2021
C204198Accepted as NotedC204198 - R-2721B OH Sign Structures (A,B,C,D,G,H,I, and J) Shop Drawings and Calculations - First SubmittalWake9/8/20219/27/2021
C204163Accepted - See EmailI-3819 U-6039 I40 I77 Interchange S-264 Structure 6A Prestressed Girder Design - 63 Inch FIB Girders- 1st submittalIredell9/8/20219/23/2021
C204198Accepted as Noted - See EmailC204198 - R-2721B OH Sign Structures (A,B,C,D,G,H,I, and J) Shop Drawings and Calculations - First SubmittalWake9/8/20219/27/2021
DI00247Accepted as Noted -See Emailheadwalls, wingwalls & dead man anchor design - aluminum pipe arch culvert - 25'-4" span x 8'-7" rise x 51 feet longDavidson9/8/20219/29/2021
DI00247Accepted as Noted -See Emailheadwalls, wingwalls & dead man anchor design - aluminum pipe arch culvert - 13'-1" span x 8'-2" rise x 45 feet longDavidson9/8/20219/30/2021
C204202Accepted As Noted - See EmailLongitudinal Stiffeners Spans A/E and B/C/D (Sheets S-51 to S-61) - First SubmittalHenderson9/8/20219/29/2021
C204266Accpted as NotedBiltmore Overhang Drawings & Calc_REV002 - 3rd SubmittalBuncombe, Henderson9/8/20219/14/2021
C203970AcceptedC203970 - Submittal C-206 - Str. 6 and 10 Bearing Pad Shop Drawings - First SubmittalMecklenburg9/9/20219/13/2021
C204202see RemarksS-007 - Green River Bridge Bearing Repair Plan of WorkHenderson9/9/20219/15/2021
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