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Books on the topic 'NDT of bridge decks'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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1

Poston, R. W. Durability of prestressed bridge decks. The Center, 1985.

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2

Tadros, Maher K. Rapid replacement of bridge decks. National Academy Press, 1998.

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3

Manning, David G. Waterproofing membranes for concrete bridge decks. National Academy Press, 1995.

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4

Hiss, J. G. Fred. Mechanical texturing of three bridge decks. Engineering Research and Development Bureau, New York State Dept. of Transportation, 1991.

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5

Bettigole, Neal H. Bridge decks: Design, construction, rehabilitation, replacement. ASCE Press, 1997.

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6

Whiting, D. Silica fume concrete for bridge decks. National Academy Press, 1998.

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7

Russell, H. G. Waterproofing membranes for concrete bridge decks. Transportation Research Board, 2012.

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8

W, Poston R., Texas. State Dept. of Highways and Public Transportation., United States. Federal Highway Administration., and University of Texas at Austin. Center for Transportation Research., eds. Design procedures for prestressed concrete bridge decks. The Center, 1985.

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9

Krauss, Paul D. Transverse cracking in newly constructed bridge decks. National Academy Press, 1996.

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10

Chamberlin, William P. Long-term evaluation of unprotected concrete bridge decks. New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.

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11

1968-, Telang Niket M., United States. Federal Highway Administration., National Research Council (U.S.). Transportation Research Board., National Cooperative Highway Research Program., and American Association of State Highway and Transportation Officials., eds. Field inspection of in-service FRP bridge decks. Transportation Research Board, 2006.

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12

ACI Innovation Task Group 3. Report on bridge decks free of steel reinforcement. American Concrete Institute, 2004.

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13

Association, Portland Cement, and California Division of Highways, eds. Durability of concrete bridge decks: A cooperative study. Portland Cement Association, 1995.

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14

GreatBritain. Department of Transport., ed. Expansion joints for use in highway bridge decks. HMSO, 1989.

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15

Hassan, Mohamed El-Said. Performance of steel bridge decks with polymer screeds. University of Salford, 1992.

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16

Perera, Rohan W. Practices for Ensuring the Smoothness of Concrete Bridge Decks. Transportation Research Board, 2022. http://dx.doi.org/10.17226/26562.

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17

Price, A. R. Laboratory tests on waterproofing systems for concrete bridge decks. Bridges Division, StructuresGroup, Transport and Road Research Laboratory, 1990.

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18

Fowler, David W., and David W. Whitney. Long-Term Performance of Polymer Concrete for Bridge Decks. National Academies Press, 2012. http://dx.doi.org/10.17226/14623.

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19

G, Oliva Michael, and Forest Products Laboratory (U.S.), eds. Stress-laminated wood bridge decks: Experimental and analytical evaluations. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1990.

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20

G, Oliva Michael, and Forest Products Laboratory (U.S.), eds. Stress-laminated wood bridge decks: Experimental and analytical evaluations. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1990.

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21

Price, A. R. Waterproofing of concrete bridge decks: Site practice and failures. Transport and Road Research Laboratory, Structures Group, Bridges Division, 1991.

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22

Gary, Barquist, United States. Federal Highway Administration., and Oregon. Dept. of Transportation. Research Unit., eds. Evaluation of wearing surface materials for FRP bridge decks. Oregon Dept. of Transportation, Research Unit, 2005.

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23

G, Oliva Michael, and Forest Products Laboratory (U.S.), eds. Stress-laminated wood bridge decks: Experimental and analytical evaluations. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1990.

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24

G, Oliva Michael, and Forest Products Laboratory (U.S.), eds. Stress-laminated wood bridge decks: Experimental and analytical evaluations. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1990.

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25

G, Oliva Michael, and Forest Products Laboratory (U.S.), eds. Stress-laminated wood bridge decks: Experimental and analytical evaluations. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1990.

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26

P, Whitney David, National Research Council (U.S.). Transportation Research Board, National Cooperative Highway Research Program, American Association of State Highway and Transportation Officials, and United States. Federal Highway Administration, eds. Long-term performance of polymer concrete for bridge decks. Transportation Research Board, 2011.

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27

Price, A. R. A field trial of waterproofing systems for concrete bridge decks. Transport and Road Research Laboratory, Structures Group, Bridges Division, 1989.

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28

A, Ritter Michael, and Forest Products Laboratory (U.S.), eds. Plans for crash-tested bridge railings for longitudinal wood decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1995.

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29

A, Ritter Michael, Forest Products Laboratory (U.S.), and United States. Federal Highway Administration, eds. Plans for crash-tested bridge railings for longitudinal wood decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1995.

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30

Low, A. McC. The assessment of filler beam bridge decks without transverse reinforcement. Transport Research Laboratory, bridges and Ground Engineering Resource Centre, 1993.

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31

A, Ritter Michael, Forest Products Laboratory (U.S.), and United States. Federal Highway Administration, eds. Plans for crash-tested bridge railings for longitudinal wood decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1995.

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32

A, Ritter Michael, Forest Products Laboratory (U.S.), and United States. Federal Highway Administration, eds. Plans for crash-tested wood bridge railings for concrete decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1998.

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33

R, Phipps A., Texas. State Dept. of Highways and Public Transportation., United States. Federal Highway Administration., and University of Texas at Austin. Center for Transportation Research., eds. Structural effects of transverese [i.e. transverse] prestressing in bridge decks. The Center, 1985.

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34

A, Ritter Michael, Forest Products Laboratory (U.S.), and United States. Federal Highway Administration, eds. Plans for crash-tested wood bridge railings for concrete decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1998.

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35

A, Ritter Michael, and Forest Products Laboratory (U.S.), eds. Plans for crash-tested bridge railings for longitudinal wood decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1995.

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36

A, Ritter Michael, and Forest Products Laboratory (U.S.), eds. Plans for crash-tested bridge railings for longitudinal wood decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1995.

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37

A, Ritter Michael, Forest Products Laboratory (U.S.), and United States. Federal Highway Administration., eds. Plans for crash-tested wood bridge railings for concrete decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1998.

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38

Kainz, James A. Analysis of thermal change in stress-laminated timber bridge decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, National Wood in Transportation Information Center, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 2001.

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39

A, Ritter Michael, Forest Products Laboratory (U.S.), and United States. Federal Highway Administration., eds. Plans for crash-tested wood bridge railings for concrete decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1998.

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40

A, Ritter Michael, Forest Products Laboratory (U.S.), and United States. Federal Highway Administration., eds. Plans for crash-tested wood bridge railings for concrete decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1998.

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41

Cuninghame, J. R. Fatigue classification of welded joints in orthotropic steel bridge decks. Bridges Division,Structures Group, Transport and Road Research Laboratory, 1990.

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42

A, Ritter Michael, Forest Products Laboratory (U.S.), and United States. Federal Highway Administration, eds. Plans for crash-tested wood bridge railings for concrete decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1998.

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43

Cousins, Tommy, Carin Roberts-Wollmann, and Michael C. Brown. High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Decks. Transportation Research Board, 2013. http://dx.doi.org/10.17226/22638.

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44

Ganapuram, Sai. Quantification of cracks in concrete bridge decks in Ohio District 3. Ohio Dept. of Transportation, Research & Development, 2012.

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45

McKenzie, M. The corrosion of weathering steel under real and simulated bridge decks. Bridges Division, StructuresGroup, Transport and Road Research Laboratory, 1990.

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46

McKenzie, M. The corrosion of weathering steel under real and simulated bridge decks. Transport and Road Research Laboratory, Structures Group, Bridges Division, 1990.

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47

E, Bonilla Francisco, Texas. State Dept. of Highways and Public Transportation., United States. Federal Highway Administration., and Texas Transportation Institute, eds. Composite action of precast panel bridge decks in negative moment regions. Texas Transportation Institute, Texas A&M University, 1987.

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48

Beales, C. Assessment of trough to crossbeam connections in orthotropic steel bridge decks. Transport and Road Research Laboratory, Structures Group, Bridges Division, 1990.

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49

Cousins, Thomas E. High-performance/high-strength lightweight concrete for bridge girders and decks. Transportation Research Board, 2013.

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50

Nicholson, B. A. Simple bridge design using prestressed beams: An introduction to the design of simply-supported bridge decks using prestressed concrete bridge beams. Prestressed Concrete Association, 1997.

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