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Suggested Citation:"Abbreviations." National Academies of Sciences, Engineering, and Medicine. 2005. LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements. Washington, DC: The National Academies Press. doi: 10.17226/21973.
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vi ABBREVIATIONS AASHTO—American Association of State Highway and Transportation Officials AC—Asphalt Concrete AGG—Aggregate bases, identical to dense graded aggregate base ANOVA—Analysis of Variance ATB—Asphalt Treated Base AVC—Automated Vehicle Classification AWS—Automated Weather Stations BDI—Base Damage Index BLR—Binary Logistic Regression CTE—Coefficient of Thermal Expansion DGAB—Dense Graded Aggregate Base, identical to aggregate base DLR—Dynamic Load Response D—Section with in-pavement drainage FHWA—Federal Highway Administration FWD—Falling Weight Deflectometer GPS—General Pavement Studies HMAC—Hot-Mix Asphalt Concrete HMA—Hot-Mix Asphalt IMS—Information Management System IRI—International Roughness Index JPCP—Jointed Plain Concrete Pavement KESAL—Equivalent Single Axle Load in Thousands LCB—Lean Concrete Base LC-NWP—Longitudinal Cracking not in the Wheel Path LC-WP—Longitudinal Cracking in the Wheel Path LDA—Linear Discriminant Analysis LTPP—Long-Term Pavement Performance NCHRP—National Cooperative Highway Research Program ND— Section with no in-pavement drainage NIMS—National Information Management System PATB—Permeable Asphalt Treated Base mixtures PCC—Portland Cement Concrete PI—Performance Index SCI—Surface Curvature Index SHRP—Strategic Highway Research Program SPS—Special Pavement Studies VWS—Virtual Weather Stations WIM—Weigh-in-Motion SPS-1, SPS-2 and SPS-8 Project Name Abbreviations AL—Alabama AR—Arkansas AZ—Arizona CA—California CO—Calorodo DE—Delaware FL—Florida IA—Iowa KS—Kansas LA—Louisiana MI—Michigan MO—Missouri MS—Mississippi MT—Montana NC—North Carolina ND—North Dakota NE—Nebraska NJ —New Jersey NM—New Mexico NV—Nevada NY—New York OH—Ohio OK—Oklahoma SD—South Dakota TX—Texas UT—Utah VA—Virginia WA—Washington WI—Wisconsin

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TRB’s National Cooperative Highway Research Program (NCHRP) Web Document 74: LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements examines the relative influence of design and construction features on the response and performance of new flexible and rigid pavements. According to the report, base type seems to be the most critical design factor in achieving various levels of pavement performance for both flexible and rigid pavements, especially when provided with in-pavement drainage. Subgrade soil type and climate also have considerable effects on the influence of the design factors. While the report supports the existing understanding of pavement performance, the methodology in the study offers a systematic outline of the interactions between design and site factors as well as new insights on various design options.

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