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Distress identification manual for the long-term pavement performance project. by Strategic Highway Research Program (U.S.)(CARDINAL)298325;
Includes bibliographical references.
Subjects: Pavements, Concrete; Pavements, Concrete; Pavements, Concrete;
Available copies: 1 / Total copies: 1
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Distress identification manual for the long-term pavement performance project / by Miller, John S.(John Sanders)(CARDINAL)314720; Bellinger, William Y.(CARDINAL)325701; United States.Federal Highway Administration.(CARDINAL)139839;
ManualSponsored and performed by Office of Infrastructure Research and Development, Federal Highway Administration.
Subjects: Technical reports.; Pavements, Concrete; Pavements, Concrete; Pavements, Concrete;
Available copies: 1 / Total copies: 1
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Durability testing of concrete and aggregates : users manual / by Whiting, D.(David)(CARDINAL)317085; Nagi, Mohamad.(CARDINAL)320201; Delaney, Hugh.; Strategic Highway Research Program (U.S.)(CARDINAL)298325;
Includes bibliographical references.User's manual -- Video no. 29. Alkali-silica testing -- Video no. 30. Freeze-thaw testing.This implementation package provides state-of-the-art information on 1) alkali-silica reactivity, detection, and prevention and 2) freeze-thaw deterioration and prevention. The package includes both audio/visual (videotapes) and textual (users manual and instructors guide) materials.Performed under contract no.
Subjects: Concrete; Pavements, Concrete;
Available copies: 1 / Total copies: 1
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Evaluation of the effectiveness of fabric reinforcement in extending the in-service life of bituminous concrete overlays : final report / by Mullen, W. G.(Wesley Grigg),1922-1982.(CARDINAL)167481; Hader, Robert J.; North Carolina.Department of Transportation and Highway Safety.(CARDINAL)145571; North Carolina State University.Highway Research Program.(CARDINAL)145110; United States.Federal Highway Administration.(CARDINAL)139839;
Subjects: Pavements, Reinforced concrete.; Pavements, Bituminous.;
Available copies: 4 / Total copies: 5
On-line resources: Suggest title for digitization;
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Surface wear and skid resistance properties for Portland cement concrete pavements : working drawings, NCSU wear and polishing machine Mark II, interim report / by Whitfield, John K.; North Carolina State University.Highway Research Program.(CARDINAL)145110;
Includes bibliographical references (leaf 57).
Subjects: Pavements, Concrete;
Available copies: 4 / Total copies: 5
On-line resources: Suggest title for digitization;
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The concrete pavement road map : long-term plan for concrete pavement research and technology : an executive summary. by United States.Federal Highway Administration.(CARDINAL)139839;
Subjects: Pavements, Concrete;
Available copies: 1 / Total copies: 1
On-line resources: http://www.fhwa.dot.gov/pavement/pccp/pubs/05047/05047.pdf;
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A guide to evaluating thermal effects in concrete pavements / by Andersen, Per Just.; Whiting, D.(David)(CARDINAL)317085; Strategic Highway Research Program (U.S.)(CARDINAL)298325;
Includes bibliographical references (pages 41-42).Introduction -- Theoretical background -- Calculation and evaluation of thermal effects -- Input parameters -- Users' guide -- References -- Appendix: Thermal effects tables.This report describes the use of tables developed to help determine problems that may result from early thermal effects in concrete. The thermal behavior of concrete can be estimated from a knowledge of concrete temperature, air temperature, type of cement, and content of cement in the mixture. The thermal effects tables can be used to predict whether too high a temperature will be reached in the pavement; whether early thermal cracking will result from larger differences between the temperature of the concrete slab and the temperature of either the air or the base; or whether there is a risk of early cracking of the concrete. Examples of the use of the table are given along with guidelines for avoiding undesirable thermal effects.Performed under contract no.
Subjects: Concrete.; Pavements, Concrete;
Available copies: 1 / Total copies: 1
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The semi-infinite plate on the Winkler base, free along the edge, and subjected to a vertical force / by Kerr, Arnold D.(CARDINAL)327628; Kwak, Soon Seop.(CARDINAL)329373; United States.Federal Highway Administration.(CARDINAL)139839; University of Delaware.Department of Civil Engineering.(CARDINAL)327629;
Includes bibliographical references (page 14).Final report;Sponsored by Office of Engineering and Highway Operations R& D, Federal Highway Administration, and performed by University of Delaware, Dept. of Civil Engineering, under contract no.
Subjects: Technical reports.; Pavements, Concrete; Pavements, Concrete;
Available copies: 1 / Total copies: 1
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Performance of concrete pavements. by United States.Federal Highway Administration.Office of Engineering & Highway Operations Research and Development.(CARDINAL)286896; ERES Consultants, Inc.(CARDINAL)286907; Turner-Fairbank Highway Research Center.(CARDINAL)286897;
Includes bibliographical references.v. 1. Field investigation -- v. 2. Evaluation of inservice concrete pavements -- v. 3. Improving concrete pavement performance -- v. 4. Appendixes.Interim and final reports;With the goal of improving future concrete pavement design and construction practices, this project evaluated the performance of 303 inservice concrete pavement sections located throughout North America. An extensive field testing program, consisting of pavement condition surveys, drainage surveys, falling weight deflectometer (FWD) testing, coring/boring operations, and roughness testing, was conducted in order to collect the information needed for analysis.Sponsored by the Office of Engineering and Highway Operations R&D, Federal Highway Admiministration.
Subjects: Technical reports.; Pavements, Concrete; Pavements, Concrete; Pavements;
Available copies: 4 / Total copies: 4
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Rigid pavement analysis and design / by Heinrichs, K. W.; United States.Federal Highway Administration.(CARDINAL)139839; University of Illinois at Urbana-Champaign.Department of Civil Engineering.(CARDINAL)319628;
Includes bibliographical references (pages 356-365).Introduction -- Critique of rigid pavement models -- Critique of current design methods -- Significance of design factors and overall evaluation of models and methods -- Design of potential experimental projects -- Dowel design to prevent transverse joint faulting -- Conclusions and recommendations -- Appendices -- References.Final report.This study was conducted to characterize and compare currently available rigid pavement analysis models and design methods and to develop new rigid pavement designs to be evaluated in full scale experimental projects in an actual highway environment. The analysis models considered include: ILLI-SLAB, JSLAB, WESLIQID, WESLAYER, JCS-1, H51, CRCP-2, and RISC. The design methods include: 1985 AASHTO Guide, Zero Maintenance JCP-1, California DOT, PCA, RPS-3 Texas SDHPT, ARBP-CRSI and Illinois DOT. The capabilities, limitations, and assumptions of each of these models and methods are discussed in detail to assess their adequacy to assist in the design and analysis of rigid pavements.Performed by the University of Illinois at Urbana-Champaign, Dept. of Civil Engineering under contract numbers
Subjects: Technical reports.; Pavements, Concrete; Pavements, Concrete; Pavements, Concrete;
Available copies: 1 / Total copies: 1
On-line resources: http://www.fhwa.dot.gov/pavement/pub_details.cfm?id=298;
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Results 1 to 10 of 211 |