Standard Design and Details of Press-Brake-Formed … Standard Design and Details of...
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1505 44th Street, Suite B SWWyoming, MI 49509PH. (616) 261-8630
www.constructbridge.com
Standard Design and Details ofPress-Brake-Formed Steel Tub Girder
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1505 44th Street, Suite B SWWyoming, MI 49509PH. (616) 261-8630
www.constructbridge.com
General Notes
SPECIFICATIONS:Specifi cations for design, materials, and construction are included in the following:
• AASHTO LRFD bridge design specifi cations, fi fth edition with 2010 interim revisions. 2010. Adopted and published by the American Association of State Highway and Transportation Offi cials. Washington, DC
• AISC Manual of Steel Construction Load & Resistance Factor Design, Published by the American Institute of Steel Construction, Inc
• ASTM Standards. Published by the American Society for Testing and Materials. ASTM International, 100 Barr Harbor Drive, P.O. Box C700, West Conshohocken, PA 19428-2959 USA
• Evaluation of Prefabricated Composite Steel Box Girder System for Rapids Bridge Construction, Research report by Michigan State University for the Michigan Department of Transportation.
DESIGN LOADING:AASHTO HL-93 Vehicular Live Loading.
Average Daily Traffi c (ADT) 500.
Future Wearing Surface of 13 psf
DESIGN METHOD:AASHTO Load and Resistance Factor Design (LRFD)method was employed throughout. Designs wereoriginated using standardized composite precastprefabricated cold formed steel girders. Designs willaccommodate skews up to 45° from perpendicular.
STRUCTURAL STEEL:All structural steel shall conform to AASHTO M270 (ASTM A572) grade 50, as applicable. Refer to “Design Method”.
CONCRETE:Precast concrete for deck shall have a minimum 28-day compressive strength (f’c) of 6,000 PSI
CONCRETE DECK:The deck thickness employed for design was 8”. The owner shall specify the required deck cross slope and grade.
REINFORCING STEEL:Reinforcing steel shall conform to ASTM A615 grade 60.
SHEAR CONNECTORS:Welded stud shear connectors shall conform to therequirements of ASTM A108.
BEARINGS:Bearing pads shall be elastomeric.
Prefabricated Superstructure - Single Girder Unit LayoutThese plans are intented to serve as a guide to state, county and local highwaydepartments in the development of a suitable and economical prefabricated steel bridge superstructure options. The plans should be particularly valuable to the smaller highway departments with limited engineering staff.
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1505 44th Street, Suite B SWWyoming, MI 49509PH. (616) 261-8630
www.constructbridge.com
Press-Brake-Formed Girder Sizing Recommendation
Prefabricated Composite Press-Brake-Formed GirderThe selected steel girder is based on typical girder spacing used in the development of the Con-Struct prefabricated bridge standards.
7⁄8”
7⁄8”
NOTES:1. Minimum bend radius (R) shall be per AISC Manual of Steel Construction.
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1505 44th Street, Suite B SWWyoming, MI 49509PH. (616) 261-8630
www.constructbridge.com
Fabrication Details
Typical Press-Bake-Formed Girder Details
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1505 44th Street, Suite B SWWyoming, MI 49509PH. (616) 261-8630
www.constructbridge.com
Fabrication Details
Prefabricated Superstructure - Single Girder Unit Layout
NOTES:1. Superstructure may sit on existing bridge seats. Contractor to verify spacing in fi eld.2. Design will accommodate skews up to 45° from perpendicular but are intended to be parallel.3. Station line is intended to be on a tangent alignment.4. Max grade at bearing is – 5%.
45°
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1505 44th Street, Suite B SWWyoming, MI 49509PH. (616) 261-8630
www.constructbridge.com
Fabrication Details
Prefabricated Superstructure - Single Girder Unit Layout
NOTES:1. For shear stud spacing, see Girder Elevations.2. Parapets per state DOT requirements.3. Precast concrete deck shall be transversely tined for fi nal driving surface.
Note: XSL - Cross slope can vary from -.06% to +.06%
7⁄8” 4”