An integrated study of pervious concrete mixture design for wearing course applications

LDR 03488nam a2200493Ia 4500
001 102472813
003 MiAaHDL
005 20181023000000.0
006 m d
007 cr bn ---auaua
008 111003s2011 iau 000 0 eng d
035 ⊔ ⊔ ‡asdr-ucbk.b185258918
040 ⊔ ⊔ ‡aUIG ‡cUIG ‡dCBT
050 ⊔ 4 ‡aTE220.3 ‡b.S35 2011
090 ⊔ ⊔ ‡aTE220.3 ‡b.S35 2011
035 ⊔ ⊔ ‡a(OCoLC)755631675
100 1 ⊔ ‡aSchaefer, Vernon R.
245 1 3 ‡aAn integrated study of pervious concrete mixture design for wearing course applications.
260 ⊔ ⊔ ‡aAmes, IA : ‡bNational Concrete Pavement Technology Center, Iowa State University, ‡c[2011].
300 ⊔ ⊔ ‡axviii, 138 p. : ‡bill. ; ‡c28 cm.
500 ⊔ ⊔ ‡a"July 2011."
500 ⊔ ⊔ ‡a"Authors: Vernon R. Schaefer and John T. Kevern"--Technical report documentation page.
504 ⊔ ⊔ ‡aInclude bibliographical references: (p. 133-138).
513 ⊔ ⊔ ‡aFinal report.
520 ⊔ ⊔ ‡aThis report presents the results of the largest and most comprehensive study to date on portland cement pervious concrete (PCPC). It is designed to be widely accessible and easily applied by designers, producers, contractors, and owners. The project was designed to begin with pervious concrete best practices and then to address the unanswered questions in a systematic fashion to allow a successful overlay project. Consequently, the first portion of the integrated project involved a combination of fundamental material property investigations, test method development, and addressing constructability issues before actual construction could take place. The second portion of the project involved actual construction and long-term testing before reporting successes, failures, and lessons learned. The results of the studies conducted show that a pervious concrete overlay can be designed, constructed, operated, and maintained. A pervious concrete overlay has several inherent advantages, including reduced splash and spray and reduced hydroplaning potential, as well as being a very quiet pavement. The good performance of this overlay in a particularly harsh freeze-thaw climate, Minnesota, shows pervious concrete is durable and can be successfully used in freeze-thaw climates with truck traffic and heavy show plowing.
530 ⊔ ⊔ ‡aAlso available online.
536 ⊔ ⊔ ‡aSponsored by the Federal Highway Administration and the Ready Mix Concrete Foundation ‡fDTFH61-06-H-00011 (work plan 10).
538 ⊔ ⊔ ‡aMode of access: Internet.
650 ⊔ 7 ‡aPortland cement. ‡2trt
650 ⊔ 7 ‡aAdmixtures. ‡2trt
650 ⊔ 7 ‡aOverlays (Pavements). ‡2trt
650 ⊔ 0 ‡aFly ash.
650 ⊔ 0 ‡aPortland cement ‡xDesign and construction.
650 ⊔ 0 ‡aPavements, Concrete ‡xAdditives.
650 ⊔ 0 ‡aPavements, Concrete ‡xDesign and construction.
650 ⊔ 0 ‡aPavements ‡xOverlays.
700 1 ⊔ ‡aKevern, John T.
710 2 ⊔ ‡aIowa State University. ‡bNational Concrete Pavement Technology Center.
710 2 ⊔ ‡aReady Mix Concrete Foundation.
710 1 ⊔ ‡aUnited States. ‡bFederal Highway Administration.
776 0 ⊔ ‡aSchaefer, Vernon R. ‡tintegrated study of pervious concrete mixture design for wearing course applications. ‡dAmes, Iowa : National Concrete Pavement Technology Center, Iowa State University, 2011 ‡w(OCoLC)756212705
CID ⊔ ⊔ ‡a102472813
DAT 0 ⊔ ‡a19180919000000.0 ‡b20181023000000.0
DAT 1 ⊔ ‡a20181020090600.0 ‡b2024-05-09T17:49:13Z
DAT 2 ⊔ ‡a2024-05-09T17:30:02Z
CAT ⊔ ⊔ ‡aSDR-UCBK ‡dIII - MILLENIUM ‡lprepare.pl-004-007
FMT ⊔ ⊔ ‡aBK
HOL ⊔ ⊔ ‡0sdr-ucbk.b185258918 ‡auc1 ‡bSDR ‡cUCBK ‡puc1.c101750536 ‡sUC ‡1.b185258918
974 ⊔ ⊔ ‡bUC ‡cUCBK ‡d20240509 ‡sgoogle ‡uuc1.c101750536 ‡y2011 ‡ric ‡qbib ‡tUS bib date1 >= 1929