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010 a| 2012472736;

020 a| 9781560514497 (pbk.);

020 a| 1560514493 (pbk.);

035 a| (WaSeSS)ssj0000679730;

042 a| lccopycat;

049 a| EREEa| NEHH;

050 00 a| TE251b| .G845 2010;

088 a| LCG-1;

245 00 a| Guide for the local calibration of the mechanistic-empirical pavement design guideh| [electronic resource].;

246 30 a| Local calibration of the mechanistic-empirical pavement design guide;

260 a| Washington, D.C. :b| American Association of State Highway and Transportation Officials,;

300 a| 1 v. (various pagings) :b| ill., maps ;c| 28 cm.;

500 a| "November 2010.";

500 a| "Publication code: LCG-1"--p. [4] of cover.;

504 a| Includes bibliographical references.;

505 2 a| Ch. 1. Introduction -- Ch. 2. Terminology and Definition of Terms -- Ch. 3. Significance and Use -- Ch. 4. Defining Accuracy of MEPDG Prediction Models -- Ch. 5. Components of the Standard Error of the Estimate -- Ch. 6 Step-By-Step procedure for Local Calibration -- Ch. 7. Referenced Documents and Standards.;

506 a| Available only to authorized users.;

520 3 a| This guide provides guidance to calibrate the Mechanistic-Empirical Pavement Design Guide (MEPDG) software to local conditions, policies, and materials. It provides the highway community with a state-of-the-practice tool for the design of new and rehabilitated pavement structures, based on mechanistic-empirical (M-E) principles. The design procedure calculates pavement responses (stresses, strains, and deflections) and uses those responses to compute incremental damage over time. The procedure empirically relates the cumulative damage to observed pavement distresses.;

538 a| Mode of access: World Wide Web;

650 0 a| Pavementsx| Design and constructionx| Data processing.=| ^A61434;

650 0 a| Pavementsx| Maintenance and repairx| Data processing.=| ^A186704;

650 7 a| Pavement design.2| trt;

650 7 a| Mechanistic design.2| trt;

650 7 a| calibration.2| trt;

650 7 a| pavements.2| trt;

655 0 a| Electronic books.=| ^A491897;

710 2 a| American Association of State Highway and Transportation Officials.=| ^A171717;

856 40 z| Full text available from Knovel, Academic, Civil Engineering & Construction Materialsu| https://go.openathens.net/redirector/ecu.edu?url=https%3A%2F%2Fapp.knovel.com%2Fweb%2Ftoc.v%2Fcid%3AkpGLCMEPD1%2FviewerType%3Atoc%2Froot_slug%3Aguide-local-calibration%3Fkpromoter%3Dfederation;

947 a| (OCoLC)ocn692682368;

949 a| CLICK ON WEB ADDRESSw| ASISh| JOYNER188;

949 a| CLICK ON WEB ADDRESSw| ASISh| HSL77;

949 a| CLICK ON WEB ADDRESSw| ASISh| JMUSIC60;

596 a| 1 3 4;

998 a| 4103510;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 4103510-1001l| JNETm| JOYNERr| Ys| Yt| JNESSBKu| 1/2/2016x| EBOOKz| JERESOURCE;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 4103510-2001l| HSLELECm| HSLr| Ys| Yt| HEBKu| 1/2/2016x| EBOOKz| HERESOURCE;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 4103510-3001l| MNETm| JMUSICr| Ys| Yt| MNESSBKu| 1/2/2016x| EBOOKz| JERESOURCE;

Guide for the local calibration of the mechanistic-empirical pavement design guide

Other author	American Association of State Highway and Transportation Officials.
Format	Electronic
Publication Info	Washington, D.C. : American Association of State Highway and Transportation Officials,
Description	1 v. (various pagings) : ill., maps ; 28 cm.
Supplemental Content	Full text available from Knovel, Academic, Civil Engineering & Construction Materials
Subjects	Pavements--Design and construction. --Data processing. Pavements--Maintenance and repair. --Data processing.

Portion of title	Local calibration of the mechanistic-empirical pavement design guide
Partial contents	Ch. 1. Introduction -- Ch. 2. Terminology and Definition of Terms -- Ch. 3. Significance and Use -- Ch. 4. Defining Accuracy of MEPDG Prediction Models -- Ch. 5. Components of the Standard Error of the Estimate -- Ch. 6 Step-By-Step procedure for Local Calibration -- Ch. 7. Referenced Documents and Standards.
Summary	This guide provides guidance to calibrate the Mechanistic-Empirical Pavement Design Guide (MEPDG) software to local conditions, policies, and materials. It provides the highway community with a state-of-the-practice tool for the design of new and rehabilitated pavement structures, based on mechanistic-empirical (M-E) principles. The design procedure calculates pavement responses (stresses, strains, and deflections) and uses those responses to compute incremental damage over time. The procedure empirically relates the cumulative damage to observed pavement distresses.
General note	"November 2010."
General note	"Publication code: LCG-1"--p. [4] of cover.
Bibliography note	Includes bibliographical references.
Access restriction	Available only to authorized users.
Technical details	Mode of access: World Wide Web
Genre/form	Electronic books.
LCCN	2012472736
ISBN	9781560514497 (pbk.)
ISBN	1560514493 (pbk.)
Technical rpt number	LCG-1

Guide for the local calibration of the mechanistic-empirical pavement design guide

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