LEADER 01734nam  2200481   450 
001 9910702421503321
005 20221202132457.0
035   $a(CKB)5470000002427957
035   $a(OCoLC)878672676
035   $a(OCoLC)995470000002427957
035   $a(OCoLC)891368023
035   $a(EXLCZ)995470000002427957
100   $a20140430d2014      ua             0
101 0 $aeng
135   $aurmn||||a||||
181   $2rdacontent
182   $2rdamedia
183   $2rdacarrier
200 03$aAn FHWA special study$epost-tensioning tendon grout chloride thresholds
210  1$aMcLean, VA :$cU.S. Department of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center,$d[2014]
215   $a1 online resource (8 pages) $ccolor illustrations
225 1 $aTechbrief
300   $aTitle from title screen (viewed Apr. 30, 2014).
300   $a"March 2014."
300   $a"FHWA-HRT-14-040."
300   $a"HRDI-60/03-14(600)E."
320   $aIncludes bibliographical references (page 8).
517   $aFHWA special study 
606   $aConcrete bridges$zUnited States$xMaintenance and repair
606   $aPost-tensioned prestressed concrete
606   $aGrout (Mortar)
615  0$aConcrete bridges$xMaintenance and repair.
615  0$aPost-tensioned prestressed concrete.
615  0$aGrout (Mortar)
700   $aLee$b Seung-Kyoung$01394450
702   $aZielske$b James
712 02$aUnited States.$bFederal Highway Administration.$bOffices of Research, Development, and Technology,
801  0$bGPO
801  1$bGPO
906   $aBOOK
912   $a9910702421503321
996   $aAn FHWA special study$93451859
997   $aUNINA