LEADER 02075nam  2200457   450 
001 9910707241303321
005 20160623152502.0
035   $a(CKB)5470000002463096
035   $a(OCoLC)952121266
035   $a(EXLCZ)995470000002463096
100   $a20160623j201604    ua             0
101 0 $aeng
135   $aurmn|||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aMEPDG traffic loading defaults derived from traffic pooled fund study /$fauthor(s), O.I. Selezneva [and five others]
210  1$aMcLean, VA :$cU.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,$dApril 2016.
215   $a1 online resource (xiii, 192 pages) $cillustrations (some color)
300   $aTitle from title screen (viewed June 22, 2016).
300   $a"April 2016."
300   $a"Publication no. FHWA-HRT-13-090."
320   $aIncludes bibliographical references (pages 191-192).
517 3 $aMechanistic-empirical pavement design guide traffic loading defaults derived from traffic pooled fund study
606   $aPavements$zUnited States$xDesign and construction$xEvaluation
606   $aPavements$xPerformance$zUnited States$xMathematical models
606   $aPavements$xPerformance$zUnited States$xMethodology
606   $aPavements$xLive loads$zUnited States$xEvaluation
615  0$aPavements$xDesign and construction$xEvaluation.
615  0$aPavements$xPerformance$xMathematical models.
615  0$aPavements$xPerformance$xMethodology.
615  0$aPavements$xLive loads$xEvaluation.
700   $aSelezneva$b Olga I.$01390057
712 02$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   $a9910707241303321
996   $aMEPDG traffic loading defaults derived from traffic pooled fund study$93474594
997   $aUNINA