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001 ocn891368023;

003 OCoLC;

005 20141015091733.0;

006 m o d f ;

007 cr mn||||a||||;

008 140926s2014 vaua obt f000 0 eng c;

035 a| (Sirsi) o891368023;

042 a| pcc;

043 a| n-us---;

049 a| ERE#;

074 a| 0982-G-11 (online);

086 0 a| TD 2.30:14-039;

088 a| FHWA-HRT-14-039;

088 a| HRDI-60/05-14(600)E;

100 1 a| Lee, Seung-Kyoung,e| author.=| ^A1231652;

245 13 a| An FHWA special study :b| post-tensioning tendon grout chloride thresholds /c| Seung-Kyoung Lee and James Zielske.;

246 3 a| Federal Highway Administration special study :b| post-tensioning tendon grout chloride thresholds;

246 30 a| Post-tensioning tendon grout chloride thresholds;

264 1 a| McLean, Virginia :b| U.S. Department of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center,c| 2014.;

300 a| 1 online resource (xiv, 182 pages) :b| color illustrations;

336 a| text2| rdacontent;

337 a| computer2| rdamedia;

338 a| online resource2| rdacarrier;

500 a| Title from title screen (viewed Sept. 24, 2014).;

500 a| "May 2014.";

500 a| "FHWA-HRT-14-039.";

500 a| "HRDI-60/05-14(600)E.";

504 a| Includes bibliographical references (pages 181-182).;

513 a| Final report;b| January 2012-September 2013.;

650 0 a| Prestressed concrete bridgesx| Corrosionz| United States.=| ^A1234309;

650 0 a| Post-tensioned prestressed concrete constructionx| Corrosionz| United States.=| ^A1233791;

650 0 a| Concrete bridgesz| United Statesx| Maintenance and repair.=| ^A86907;

650 0 a| Post-tensioned prestressed concrete.=| ^A1194155;

650 0 a| Grout (Mortar)=| ^A784909;

700 1 a| Zielske, James,e| author.=| ^A1231649;

776 08 i| Paper version:a| Lee, Seung-Kyoung.t| FHWspecial studyw| (OCoLC)883217311;

856 40 u| https://purl.fdlp.gov/GPO/gpo52321;

949 a| Click on web addressw| ASISh| JOYNER94;

998 a| 3659784;

998 a| u3659784;

596 a| 1;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 3659784-1001l| JNETm| JOYNERr| Ys| Yt| JNE1DOu| 11/14/2014x| EDOCUMENTz| JERESOURCE;

An FHWA special study : post-tensioning tendon grout chloride thresholds / Seung-Kyoung Lee and James Zielske.

Author/creator	Lee, Seung-Kyoung author.
Other author	Zielske, James, author.
Other author	United States. Federal Highway Administration. Offices of Research, Development, and Technology, issuing body.
Format	Electronic
Publication	McLean, Virginia : U.S. Department of Transportation, Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, 2014.
Description	1 online resource (xiv, 182 pages) : color illustrations
Supplemental Content	https://purl.fdlp.gov/GPO/gpo52321
Subjects	Prestressed concrete bridges--Corrosion. --United States. Post-tensioned prestressed concrete construction--Corrosion. --United States. Concrete bridges--United States. --Maintenance and repair. Post-tensioned prestressed concrete. Grout (Mortar)

Variant title	Federal Highway Administration special study : post-tensioning tendon grout chloride thresholds
Portion of title	Post-tensioning tendon grout chloride thresholds
General note	Title from title screen (viewed Sept. 24, 2014).
General note	"May 2014."
General note	"FHWA-HRT-14-039."
General note	"HRDI-60/05-14(600)E."
Bibliography note	Includes bibliographical references (pages 181-182).
Report note	Final report; January 2012-September 2013.
Issued in other form	Paper version: Lee, Seung-Kyoung. FHWspecial study
Technical rpt number	FHWA-HRT-14-039
Technical rpt number	HRDI-60/05-14(600)E
GPO item number	0982-G-11 (online)
Govt. docs number	TD 2.30:14-039

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An FHWA special study : post-tensioning tendon grout chloride thresholds / Seung-Kyoung Lee and James Zielske.

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