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High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Decks (2013)

Chapter: Attachment B - Proposed Changes to AASHTO LRFD Bridge Construction Specifications

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Suggested Citation:"Attachment B - Proposed Changes to AASHTO LRFD Bridge Construction Specifications." National Academies of Sciences, Engineering, and Medicine. 2013. High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Decks. Washington, DC: The National Academies Press. doi: 10.17226/22638.
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Suggested Citation:"Attachment B - Proposed Changes to AASHTO LRFD Bridge Construction Specifications." National Academies of Sciences, Engineering, and Medicine. 2013. High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Decks. Washington, DC: The National Academies Press. doi: 10.17226/22638.
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Page 81
Page 82
Suggested Citation:"Attachment B - Proposed Changes to AASHTO LRFD Bridge Construction Specifications." National Academies of Sciences, Engineering, and Medicine. 2013. High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Decks. Washington, DC: The National Academies Press. doi: 10.17226/22638.
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Page 82

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

80 Attachment B Proposed Changes to AASHTO LRFD Bridge Construction Specifications

81 8.5.1—Storage of Aggregates The handling and storage of concrete aggregates shall be such as to prevent segregation or contamination with foreign materials. The methods used shall provide for adequate drainage so that the moisture content of the aggregates is uniform at the time of batching. Lightweight coarse aggregate should be subjected to a minimum 24-hour soak and allowed to drain for an additional 24 hours to place the aggregate in a saturated surface-dry condition. Different sizes of a ggregate shall be stored in separate stock piles sufficiently removed from each other to prevent the material at the edges of the piles for becoming intermixed. When specified in Table 8.2.2-1 or in the contract documents, the coarse a ggregate shall be separated into two or more sizes in order to secure greater uniformity of the concrete mixture.

Abbreviations and acronyms used without definitions in TRB publications: AAAE American Association of Airport Executives AASHO American Association of State Highway Officials AASHTO American Association of State Highway and Transportation Officials ACI–NA Airports Council International–North America ACRP Airport Cooperative Research Program ADA Americans with Disabilities Act APTA American Public Transportation Association ASCE American Society of Civil Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials ATA American Trucking Associations CTAA Community Transportation Association of America CTBSSP Commercial Truck and Bus Safety Synthesis Program DHS Department of Homeland Security DOE Department of Energy EPA Environmental Protection Agency FAA Federal Aviation Administration FHWA Federal Highway Administration FMCSA Federal Motor Carrier Safety Administration FRA Federal Railroad Administration FTA Federal Transit Administration HMCRP Hazardous Materials Cooperative Research Program IEEE Institute of Electrical and Electronics Engineers ISTEA Intermodal Surface Transportation Efficiency Act of 1991 ITE Institute of Transportation Engineers NASA National Aeronautics and Space Administration NASAO National Association of State Aviation Officials NCFRP National Cooperative Freight Research Program NCHRP National Cooperative Highway Research Program NHTSA National Highway Traffic Safety Administration NTSB National Transportation Safety Board PHMSA Pipeline and Hazardous Materials Safety Administration RITA Research and Innovative Technology Administration SAE Society of Automotive Engineers SAFETEA-LU Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users (2005) TCRP Transit Cooperative Research Program TEA-21 Transportation Equity Act for the 21st Century (1998) TRB Transportation Research Board TSA Transportation Security Administration U.S.DOT United States Department of Transportation

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 733: High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Decks presents proposed changes to the American Association of State Highway and Transportation Officials’ Load and Resistance Factor Design (LRFD) bridge design and construction specifications to address the use of lightweight concrete in bridge girders and decks.

The proposed specifications are designed to help highway agencies evaluate between comparable designs of lightweight and normal weight concrete bridge elements so that an agency’s ultimate selection will yield the greatest economic benefit.

The attachments contained in the research agency’s final report provide elaborations and detail on several aspects of the research. Attachments A and B provide proposed changes to AASHTO LRFD bridge design and bridge construction specifications, respectively; these are included in the print and PDF version of the report.

Attachments C through R are available for download below.

Attachments C, D, and E contain a detailed literature review, survey results, and a literature summary and the approved work plan, respectively.

Attachment C

Attachment D

Attachment E

Attachments F through M provide details of the experimental program that were not able to be included in the body of this report.

Attachment F

Attachment G

Attachment H

Attachment I

Attachment J

Attachment K

Attachment L

Attachment M

Attachments N through Q present design examples of bridges containing lightweight concrete and details of the parametric study.

Attachment N

Attachment O

Attachment P

Attachment Q

Attachment R is a detailed reference list.

Attachment R

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