This extensively well-known nationwide general to layout and build bridges has been revised to be in step with its significant other, the lately up-to-date AASHTO LRFD Bridge layout requirements. one of the revisions are stronger checking out and reputation standards, up to date fabric references, and advised directions for building rather a lot. integrated during this digital version are the 2010 and 2011 intervening time Revisions. Following each one bankruptcy the revisions are pointed out in addition to associated in the course of the complete ebook the place on hand. See the "Interim Revisions 2010 and 2011" sections for an entire checklist of alterations to every part.
replaced and Deleted Articles, 2010
meantime Revisions 2010
period in-between Revisions 2011
desk of Contents
Section 1. constitution Excavation and Backfill
Section 2. elimination of current Structures
Section three. transitority Works
Section four. pushed origin Piles
Section five. Drilled Shafts
Section 6. flooring Anchors
Section 7. Earth-Retaining Systems
Section eight. Concrete Structures
Section nine. Reinforcing Steel
Section 10. Prestressing
Section eleven. metal Structures
Section 12. metal Grid Flooring
Section thirteen. Painting
Section 14. Stone Masonry
Section 15. Concrete Block and Brick Masonry
Section sixteen. trees Structures
Section 17. Preservative remedy of Wood
Section 18. Bearing Devices
Section 19. Bridge Deck Joint Seals
Section 20. Railings
Section 21. Waterproofing
Section 22. Slope Protection
Section 23. Miscellaneous Metal
Section 24. Pneumatically utilized Mortar
Section 25. metal and urban Tunnel Liners
Section 26. steel Culverts
Section 27. Concrete Culverts
Section 28. donning Surfaces
Section 29. Embedment Anchors
Section 30. Thermoplastic Pipe
Section 31. Aluminum Structures
Section 32. surprise Transmission Units
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Extra info for AASHTO LRFD Bridge Construction Specifications with 2010 and 2011 Interim Revisions
Journal of Materials Science, 11(1):36-48 (Jan. 1976) 16. Rodger, S. , Brooks, S. , Groves, G. , and Double, D. , Journal ofMateriaZsScience, 20(8):2853-2860 (Aug. 1985) 17. , Cement and Concrete Research, 11(1):125-129 (Jan. 1981) 18. Larbi, J. , and Bijen, J. M. J. , Cement and Concrete Research, 20(1):139-147 (Jan. 1990) 19. , 1987) 20. Wagner, H. , Industrial and Engineering Chemistry, Product Research and Development, 4(3):100-104 (Sept. 1965) Process Technology of Latex-Modified Systems The process technology of latex-modified mortar and concrete is almost the same as that of conventional cement mortar and concrete.
1992) 6. -Oct. 4), 89(5):521- Properties of Latex-Modified Systems Latex-modified mortar and concrete are made by using a composite binder of inorganic cements and organic polymer latexes, and have a network structure which consists of cement gels and microfilms of polymers. Consequently, the properties of the latex-modified mortar and concrete are markedly improved over conventional cement mortar and concrete. The properties of the fresh and hardened mortar and concrete are affected by a multiplicity of factors such as polymer type, polymer-cement ratio, watercement ratio, air content, and curing conditions.
According to their applications, other portland cements such as high-early-strength portland cement, ultrahigh-early-strength portland cement, sulfate-resisting portland cement, moderate-heat portland cement and white portland cement, blended cement, high alumina cement and ultrarapid-hardening cement are also employed. Air-entraining cement should not be used because air entrainment occurs due to latex addition. 05-5 pm in diameter) polymer particles dispersed in water as shown in Fig. 1 are usually produced by emulsion polymerization.
AASHTO LRFD Bridge Construction Specifications with 2010 and 2011 Interim Revisions by AASHTO