LEADER 02479nam  2200493I  450 
001 9910709632703321
005 20240820005413.0
035   $a(CKB)5470000002471911
035   $a(OCoLC)1039094975
035   $a(EXLCZ)995470000002471911
100   $a20180608j199907    ua         0
101 0 $aeng
135   $aur|||||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aPreliminary evaluation of LTPP continuously reinforced concrete (CRC) pavement test sections /$fShiraz D. Tayabji, Olga Selezneva, and Y. Jane Jiang
210  1$aMcLean, VA :$cU.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,$dJuly 1999.
215   $a1 online resource (64 unnumbered pages) $cillustrations
300   $a"July 1999."
300   $a"Publication no. FHWA-RD-99-086."
300   $a"Performing organization: ERES Consultants, Inc."--Technical report documentation page.
300   $aIncludes tables.
300   $a"Contracting Officer's Representative (COTR): Cheryl Allen Richter."
320   $aIncludes bibliographical references (page 55).
330   $aAs part of the study reported here, analysis of data from the Long Term Pavement Performance (LTPP) GPS-5 test sections was conducted to identify factors that influence long-term crack spacing in continuously reinforced concrete (CRC) pavements and to determine the effect of crack spacing on pavement performance. Data from the 85 test sections from the GPS-5 experiment were analyzed.
517   $aPreliminary evaluation of LTPP continuously reinforced concrete
606   $aPavements, Concrete$xCracking
606   $aPavements, Reinforced concrete$xTesting
615  0$aPavements, Concrete$xCracking.
615  0$aPavements, Reinforced concrete$xTesting.
700   $aTayabji$b S. D$g(Shiraz D.),$01350126
701   $aRichter$b Cheryl Allen$01411564
702   $aSelezneva$b Olga I.
702   $aJiang$b Jane
712 02$aERES Consultants, Inc.
712 02$aUnited States.$bFederal Highway Administration.$bOffice of Infrastructure Research and Development,
712 02$aTurner-Fairbank Highway Research Center,
801  0$bGPO
801  1$bGPO
906   $aBOOK
912   $a9910709632703321
996   $aPreliminary evaluation of LTPP continuously reinforced concrete (CRC) pavement test sections$93524950
997   $aUNINA