Books on the topic 'Portland cement concrete pavement'

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1

Wood, Kenneth L. Portland cement concrete pavement restoration, Denver, Colorado. [Washington, D.C.?]: U.S. Dept. of Transportation, Federal Highway Administration, 1985.

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2

I, Darter Michael, American Association of State Highway and Transportation Officials., and United States. Federal Highway Administration., eds. Portland cement Concrete Pavement Evaluation System, COPES. Washington, D.C: Transportation Research Board, National Research Council, 1985.

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3

McGhee, Kenneth H. Portland cement concrete resurfacing. Washington, D.C: National Academy Press, 1994.

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4

Foundation, Innovative Pavement Research. Best practices for airport Portland cement concrete pavement construction (rigid airport pavement). Washington,D.C: American Concrete Pavement Association, 2003.

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5

Kim, Jinho, and Dan G. Zollinger. Portland Cement Concrete Pavement Joint Sealant Practices and Performance. Washington, D.C.: Transportation Research Board, 2021. http://dx.doi.org/10.17226/26205.

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6

Darter, Michael I. Support under portland cement concrete pavements. Washington, D.C: National Academy Press, 1995.

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7

Yrjanson, W. A. Recycling of Portland cement concrete pavements. Washington, D.C: Transportation Research Board, National Research Council, 1989.

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8

1941-, Cable James K., Iowa. Dept. of Transportation., United States. Federal Highway Administration., and Iowa Highway Research Board, eds. Demonstration and field evaluation of alternative Portland cement concrete pavement reinforcement materials. Ames, Iowa: Dept. of Civil, Construction and Environmental Engineering, Iowa State University, 2003.

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9

S, Schlorholtz, ed. Determine initial cause for current premature Portland cement concrete pavement deterioration. Ames, Iowa: Center for Transportation Research and Education, Iowa State University, 2000.

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10

Santos, Carina. Field measurement of water-cement ratio for Portland Cement Concrete. Madison, WI: The Unit, 1999.

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11

Cady, P. D. Sealers for Portland cement concrete highway facilities. Washington, D.C: National Academy Press, 1994.

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12

Poole, Toy S. Guide for curing of Portland cement concrete pavements. McLean, VA: Turner-Fairbank Highway Research Center, Research, Development, and Technology, 2006.

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13

Poole, Toy S. Guide for curing of portland cement concrete pavements. McLean, Va: Federal Highway Administration, 2005.

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14

Darter, Michael I. Joint repair methods for portland cement concrete pavements. Washington, D.C: Transportation Research Board, National Research Council, 1985.

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15

Center, Turner-Fairbank Highway Research, ed. What makes portland cement concrete (PCC) pavements rough? McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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16

Cooley, Allen L. Evaluation of recycled portland cement concrete pavements for base course and gravel cushion material. Pierre, S.D: Dept. of Transportation, Office of Research, 2007.

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17

J, Van Dam T., 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. Guidelines for early-opening-to-traffic Portland cement concrete for pavement rehabilitation. Washington, D.C: Transportation Research Board, 2005.

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18

K, Cable James. Ultra-thin Portland cement concrete overlay extended evaluation. Ames, Iowa: Dept. of Civil, Construction, and Environmental Engineering, Iowa State University, 2005.

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19

Sam, Wong G., United States. Federal Highway Administration. Office of Infrastructure Research and Development., Turner-Fairbank Highway Research Center, and Structures Laboratory (U.S.), eds. Portland-cement concrete rheology and workability: Final report. McLean, Va. (6300 Georgetown Pike, McLean, 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2001.

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20

Tymkowicz, Shane. Vibration study for consolidation of portland cement concrete. [Ames, Iowa: Iowa Dept. of Transportation], 1999.

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21

K, Cable James. Two-lift Portland cement concrete pavements to meet public needs. Ames, Iowa: Center for Portland Cement Concrete Pavement Technology, Iowa State University, 2004.

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22

Center, Turner-Fairbank Highway Research, ed. LTPP pavement maintenance materials: PCC partial-depth spall repair experiment, final report. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1999.

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23

Sabnis, Gajanan M. Guidance document for reclaimed Portland cement concrete: Final report. University Park, Pa: Pennsylvania Transportation Institute, 2001.

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24

Smith, Kurt D. Portland cement concrete overlays: State of the technology synthesis. Washington, DC (400 Seventh Street, SW, Room 4410, Washington, DC 20590): Federal Highway Administration, Office of Acquisition Management, 2002.

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25

Achieving a high level of smoothness in concrete pavements without sacrificing long-term performance. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2005.

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26

Crovetti, James A. Early opening of Portland cement concrete (PCC) pavements to traffic. Madison, WI]: Wisconsin Highway Research Program, 2005.

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27

Jim, Grove, Iowa. Dept. of Transportation., and United States. Federal Highway Administration., eds. Material and construction optimization for prevention of premature pavement distress in PCC pavements: Phase III final report. Ames, Iowa: National Concrete Pavement Technology Center, Iowa State University, 2008.

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28

G, Peshkin David, Yu H. Thomas, United States. Federal Highway Administration. Office of Acquisition Management, and Applied Pavement Technology Inc, eds. Portland cement concrete overlays: State of the technology synthesis. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 2002.

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29

Janssen, Donald J. PCC mix design: Final report, Research Project GC8286, Task 1, PCC Mix Design. [Olympia, Wash.?]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1989.

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30

Frentress, Daniel P. Guide for partial-depth repair of concrete pavements. Ames, Iowa: Iowa State University Institute for Transportation, 2012.

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31

Association, American Concrete Pavement. AASHTO/FHWA/industry joint training: Construction of Portland cement concrete pavements : participant's manual. Washington, DC (400 Seventh St., NW, Washington 20590): U.S. Dept. of Transportation, Federal Highway Administration, Office of Contracts and Procurement, 1996.

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32

K, Cable James. Portland cement concrete patching techniques vs. performance and traffic delay. Ames, Iowa: Center for Portland Cement Concrete Pavement Technology, c/o Iowa State University, 2004.

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33

1941-, Cable James K. Defining the attributes of good in-service portland cement concrete pavements. Ames, Iowa: Center for Portland Cement Concrete Pavement Technology, Iowa State University, 2004.

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34

Rasmussen, Robert O., Helga N. Torres, Steven M. Karamihas, Gary Fick, and Richard C. Sohaney. Real-Time Smoothness Measurements on Portland Cement Concrete Pavements During Construction. Washington, D.C.: Transportation Research Board, 2013. http://dx.doi.org/10.17226/22767.

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35

Pinto, Roberto C. Accelerated aging of concrete: A literature review. McLean, Va: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, 2002.

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36

Chamberlin, William P. An open-graded friction course on portland cement concrete base: A seven-year progress report. Albany, NY: Engineering Research and Development Bureau, NYS Dept. of Transportation, 1986.

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37

Muhunthan, Balasingam. Finite element study of the rehabilitation of faulted Portland Cement Concrete pavements. [Olympia, Wash: Washington State Dept. of Transportation, 1994.

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38

Yonge, David. Assessment and mitigation of potential environmental impacts of Portland cement concrete highway grindings. [Olympia, Wash.]: Washington State Dept. of Transportation, 2005.

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39

Cramer, Steven M. Strategies for enhancing the freeze-thaw durability of Portland cement concrete pavements. Madison, WI: Wisconsin Dept. of Transportation, Division of Transportation Infrastructure Development, Bureau of Highway Construction, Technology Advancement Unit, 2001.

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40

Mooncheol, Won, Changsha li gong da xue., American Society of Civil Engineers. Geo-Institute., and GeoHunan International Conference on Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics (2009 : Changsha, Hunan Sheng, China), eds. New technologies in construction and rehabilitation of Portland cement concrete pavement and bridge deck pavement: Selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China. Reston, Va: American Society of Civil Engineers, 2009.

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41

Mooncheol, Won, Changsha li gong da xue., American Society of Civil Engineers. Geo-Institute., and GeoHunan International Conference on Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics (2009 : Changsha, Hunan Sheng, China), eds. New technologies in construction and rehabilitation of Portland cement concrete pavement and bridge deck pavement: Selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China. Reston, Va: American Society of Civil Engineers, 2009.

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42

Wang, Kejin. Evaluating properties of blended cements for concrete pavements. Ames, Iowa: Dept. of Civil, Construction and Environmental Engineering, Iowa State University, 2003.

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43

1941-, Cable James K., Iowa Highway Research Board, United States. Federal Highway Administration., and Iowa. Dept. of Transportation., eds. Design and construction procedures for concrete overlay and widening of existing pavements. Ames, Iowa: Center for Portland Cement Concrete Pavement Technology, Iowa State University, 2005.

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44

D, Smith Kurt, Advanced Concrete Pavement Technology Products Program (U.S.), and United States. Federal Highway Administration, eds. Blended and performance cements. Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 2011.

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45

Janoo, Vincent C. PCC airfield pavement response during thaw-weakening periods: A field study. [Hanover, N.H.]: US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1996.

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46

C, Bomar L., American Association of State Highway and Transportation Officials., and United States. Federal Highway Administration., eds. Determining deteriorated areas in portland cement concrete pavements using radar and video imaging. Washington, D.C: Transportation Research Board, National Research Council, 1988.

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47

Pierce, Linda M. Dowel bar retrofit: I-90, Kachess River to Yakima River. [Olympia, Wash.]: Washington State Dept. of Transportation, 1994.

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48

Center, Turner-Fairbank Highway Research, ed. Fast-track paving: Concrete temperature control and traffic opening criteria for bonded concrete overlays. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1999.

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49

P, Mahoney Joe, Washington State Transportation Center, Washington (State). Dept. of Transportation., United States. Federal Highway Administration., and Washington (State). Planning, Research, and Public Transportation Division., eds. Urban Interstate portland cement concrete rehabilitation alternatives for Washington State: Final report Research Project Y 3399, Task 12, PCC Pavement Performance. [Olympia, Wash.?]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1991.

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50

Whiting, D. Durability of in-place concrete containing high-range water-reducing admixtures. Washington, D.C: Transportation Research Board, National Research Council, 1987.

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