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Report No. FHWA-RD.

Report No. FHWA-RD. PDF Author: United States. Federal Highway Administration. Offices of Research and Development
Publisher:
ISBN:
Category :
Languages : en
Pages : 258

Book Description


Report No. FHWA-RD.

Report No. FHWA-RD. PDF Author: United States. Federal Highway Administration. Offices of Research and Development
Publisher:
ISBN:
Category :
Languages : en
Pages : 258

Book Description


Overlay Design and Reflection Cracking Analysis for Rigid Pavements

Overlay Design and Reflection Cracking Analysis for Rigid Pavements PDF Author: United States. Federal Highway Administration. Office of Research
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 248

Book Description


Construction Control of Rigid Pavement Roughness

Construction Control of Rigid Pavement Roughness PDF Author: John E. Haviland
Publisher:
ISBN:
Category :
Languages : en
Pages : 56

Book Description


Overlay Design and Reflection Cracking Analysis for Rigid Pavements. Volume 1. Development of New Design Criteria. Phases II and III. Final Report

Overlay Design and Reflection Cracking Analysis for Rigid Pavements. Volume 1. Development of New Design Criteria. Phases II and III. Final Report PDF Author: H. J. Treybig
Publisher:
ISBN:
Category :
Languages : en
Pages : 252

Book Description


Protective Coatings for Concrete Bridge Decks

Protective Coatings for Concrete Bridge Decks PDF Author: Richard J. Irwin
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 36

Book Description
Performance of protective coatings for bridge decks is evaluated. Applications to bridges on the New York State highway system from 1961 through 1967 included 1) surface overlays, 2) membranes between the structural slab and bituminous wearing course, and 3) surface sealants. Overlays and membranes consisted of epoxies, polyesters, polyurethanes, latexes, neoprenes, silicone rubbers, and asphalt cutbacks. Surface sealants included silicones, distillate oils, and linseed oil. None of the surface overlays lasted more than 2 to 3 yr. However, a flexible polyester resin with fiber glass has provided satisfactory service for 1-1/2 yr and will remain under observation. Leakage of box-girder bridges with a membrane was primarily due to shear-key construction (since modified), while the same materials applied to composite bridges were associated with leakage that could not be explained. A more comprehensive survey of membranes is planned. Silicone and distillate oil sealants on non-air-entrained concrete did not improve long-term durability. Air-entrained concrete, both with and without linseed oil treatment, showed no evidence of deterioration after 4 yr of exposure.

Highway Research and Development Studies, Using Federal-aid Research and Planning Funds

Highway Research and Development Studies, Using Federal-aid Research and Planning Funds PDF Author: United States. Bureau of Public Roads
Publisher:
ISBN:
Category :
Languages : en
Pages : 188

Book Description


Reflection Cracking in Bituminous Overlays on Rigid Pavements

Reflection Cracking in Bituminous Overlays on Rigid Pavements PDF Author: John M. Vyce
Publisher:
ISBN:
Category : Pavements, Asphalt concrete
Languages : en
Pages : 40

Book Description


Highway Research and Development Studies Using Federal-aid Research and Planning Funds

Highway Research and Development Studies Using Federal-aid Research and Planning Funds PDF Author:
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 166

Book Description


NBS Special Publication

NBS Special Publication PDF Author:
Publisher:
ISBN:
Category : Weights and measures
Languages : en
Pages : 532

Book Description


An Index of U.S. Voluntary Engineering Standards. Supplement

An Index of U.S. Voluntary Engineering Standards. Supplement PDF Author: William J. Slattery
Publisher:
ISBN:
Category : Standards, Engineering
Languages : en
Pages : 488

Book Description