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AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
AISC Certification
Programs Update
AASHTO Technical Committee for Structural Steel Design
Columbus, OH
June 23, 2014
Jacques Cattan American Institute of Steel Construction Vice President
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
OUTLINE
• Bridge Conversion Status
• Bridge Certification
• Component Certification
• Erector Conversion
THANK YOU!
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
Current Bridge Certifications
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
Conversion Status
2013
2014
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
OUTLINE
• Bridge Conversion Status
• Bridge Certification
• Component Certification
• Erector Conversion
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
First Requirement
All applicants and participants are required to adhere
to the latest versions of the following documents:
1. AISC Certification Program for Steel Bridge
Fabricators Standard for Steel Bridges;
2. AISC Code of Standard Practice for Steel Buildings
and Bridges;
3. AASHTO/NSBA Steel Bridge Fabrication QC/QA
Guide Specifications.
Previous Simple and Major Bridge Checklists are not
being used to evaluate participants and applicants.
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
Simple Bridge
Unspliced rolled sections
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
Major Bridge / Intermediate Bridges
Fabricator MUST have:
SUPPLIED plate girder spans WITH field splices FOR
highway or railroad bridges within the last five years.
OR
Established a DOCUMENTED training program for the
purpose of communicating intermediate bridge work
functions to the work forces, AND DEMONSTRATED
capability to fabricate intermediate bridges.
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
Major Bridge / Advanced Bridges
Fabricator SHALL have:
SUPPLIED advanced bridges for highway or railroad
applications within the last five years.
OR
SUPPLIED intermediate bridges for highway OR
railroad use, established a DOCUMENTED training
program for the purpose of communicating advanced
bridge work functions to the work forces, AND
DEMONSTRATED capability to fabricate advanced
bridges.
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
OUTLINE
• Bridge Conversion Status
• Bridge Certification
• Component Certification
• Erector Conversion
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
• Bracing not designed for primary loading
• Camera, light, signal support structures
• Sign support structures
• High mast lighting
• Bridge rail, stairs, walkways, drains, scuppers
• Bridge expansion joints – finger joints, bearings
Applicability of Components
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
7.1 Design Procedures
7.1.1 Professional Engineer Review of Design for
Standard Components
7.1.2 Professional Engineer Review of Design for
NON-Standard Components
Bridge Certification+
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
40 Meadow Rd
Asheville, NC
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
OUTLINE
• Bridge Conversion Status
• Bridge Certification
• Component Certification
• Erector Conversion
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
ANSI/AISC 360 Specification for Structural Steel
Buildings
AISC 303 Code of Standard Practice for Steel
Buildings and Bridges
RCSC Specification for Structural Joints Using
High-Strength Bolts
AWS D1.1 Structural Welding Code—Steel
General Erection
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
For the erection of bridges, the erector shall
have available and demonstrate the ability to
work to and meet the requirements of
AWS D1.5, Structural Welding Code—Bridge
Welding Code.
Bridge Erection
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
ANSI/AISC 341 Seismic Provisions for Structural
Steel Buildings
AWS D1.8 Structural Welding Code—Seismic
Supplement
Seismic Erection
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
Erector shall have available and demonstrate the
ability to work to and to meet the requirements of
ANSI/SDI QA/QC Standard for Quality Control
and Quality
Assurance for Installation of Steel Deck.
Instructions for metal deck installation shall be
provided in the erection plan and the safety
plan
Deck Installation
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
Meet the needs of AISC’s marketplace
(Specifiers A/Es and GCs)
AND
Service and assist program participants
(Fabricators and Erectors)
AND
Focused business development
(Jurisdictions, Inspectors and Owners)
Certification Department
AASHTO Technical Committee for Structural Steel Design, Columbus, OH June 23, 2014
QUESTIONS? Jacques Cattan