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AASHTO/NSBA Document Implementation Survey—May 12, 2003

  A(1) UC UG NA NE
G1.1 Shop Detail Drawing Review/Approval Guidelines
ME(D) IA IL PA(D) OH
  TX (9) MI KS   DE
    MN MO    
    VA MS    
      ND    
      SD    
      WI    
           
G1.2 Guidelines for Design Plan Presentaton ME© IL GA PA(D) MO
  TX(9) IA KS   ND
    MD MD   (NEF)
    ME(D) (NEC)   OH
    MI NY(4)   DE
    MN SD   NC
    NH WI    
    VA WV    
           
G1.3 Guidelines for Shop Detail Drawing Presentation ME© IA GA(2) PA(D) FL
  TX(9) MD IL   DE
    ME(D) MD   NC
    MI MO    
    MN (NEC)    
    NH (NEF)    
    VA NY(5)    
      SD    
      WI    
      WV    
           
  A UC UG NA NE
           
S2.1 Steel Bridge Fabrication Guide Specification (6) ME(D1) IL FL PA(D) KY
  TX IA GA   ND
    ME© IL   OH
    MN KS   DE
    MO MD(3)   NC
    NH MI    
    PA(C1) (NEC)    
      (NEF)    
      NY    
      SD    
      WI    
      WV    
      VA    
           
S4.1 Steel Bridge Fabrication QC/QA Guide Specification TX IA FL PA(D) ND
    KY GA   (NEC)
    ME© IL   OH
    MI KS   SD
    MN MD   DE
    MO ME(D)   NC
    (NEF) NY(7)    
    NH WI    
    PA(C2) WV    
      VA    
           
S8.1 Guide Specification for Coating Systems w/Inorganic Zinc_Rich Primer TX IL GA PA(D) FL
    IA KS   ME(D)
    KY MI   ND
    ME© NY(8)   (NEC)
    MN SD   OH
    MO WI   DE
    (NEF) WV   NC
    NH      
    PA(C3)      
    VA      
           
G12.1 Guidelines for Design For Constructability TX(9) IA GA NY FL
    ME(D) KS PA(D) IL
    MI SD   KY
    NM WI   MD
    NH WV   ME©
    VA     MO
    NC     ND
          (NEC)
          (NEF)
          OH
          DE

Generic Survey Response Form Legend:

A - Adopted
UC - Under Consideration
UG - Used as a Guide
NA - Not Acceptable
NE - Have Not Evaluated


Footnotes on DOT Responses:

© Maine DOT Bureau of Construction

(C1) PennDOT Bureau of Construction to decide this calendar year after fully evaluating.

(C2) PennDOT Bureau of Construction hopes to adopt this calendar year. Need to evaluate effectiveness for all
types of fabricated steel.

(C3) PennDOT Bureau of Construction to meet in April 2002 to review.

(D)Maine DOT and PennDOT Bureau of Bridge Design units.


(D1) Maine DOT includes Guide in all outgoing steel bridge/component projects in a Special Provision. MDOT
is close to producing a new Standard Specification book which will permanently include the Guide. It
reads: “….approved in accordance with the requirements of Section 100 and AASHTO/NSBA Shop
Drawing Review/Approval Guidelines, G1.1”

(NEC) Northeastern Consultant

(NEF) Northeastern Fabricator

(1) The New Jersey DOT has approved, but not yet adopted, G1.2, G1.3, S2.1, S4.1 and S8.1. They have
approved G12.1 with comments.

(2) The Georgia DOT has had 1 fabricator submit these guidelines as part of the shop drawings. GDOT
notified the fabricator that the document was considered to be a guide only, and not contractual.

(3) The Maryland SHA is using the SCEF QC/QA guideline but will also allow use of S4.1

(4)NYSDOT bridge design sheets were used as a starting point.

(5) Per NYSDOT, certain fabricators are refusing to conform.

(6) NYSDOT uses own Steel Construction Manual.

(7) NYSDOT looking at specifying minimum standards.

(8) NYSDOT adopting Zn primer but has concerns about edge grinding.

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