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102 AASHTO American Association of State Highway and Transportation Officials AQC Acceptance quality characteristic AQL Acceptable Quality Level ASTM American Society for Testing and Materials CI Confidence Interval CIR Cold In-Place Recycling CPF Composite Pay Factors CTM Circular Track Meter DBB Design-Bid-Build DBOM Design-Build-Operate-Maintain DBR Dowel-Bar Retrofit DE Differential Energy DF Deep Freeze DF Dry-Freeze DLI Dynamic Load Index DNF Dry-No Freeze DOT Department of Transportation EP Expected Pay ERS End-Result Specifications ESAL Equivalent Single-Axle Load FHWA Federal Highway Administration FN Friction Number FWD Falling Weight Deflectometer HIR Hot In-place Recycling HMA Hot-Mix Asphalt HPMS Highway Performance Monitoring System IA-VAC Iowa Vacuum IPR In-Place Recycling IRI International Roughness Index JPCP Jointed Plain Cement Concrete LCC Life Cycle Cost LSL Lower Specification Limit LTE Load-Transfer Efficiency LTPP Long-Term Pavement Performance MAP Moving Ahead for Progress MCS Monte Carlo Simulation MF Moderate Freeze MPD Mean Profile Depth Abbreviations, Acronyms, Initialisms, and Symbols
Abbreviations, Acronyms, Initialisms, and Symbols 103 NCHRP National Cooperative Highway Research Program NDT Non-Destructive Testing NF No Freeze OC Operating Characteristics PBS Performance-Based Specifications PCC Portland Cement Concrete PD Percent Defective PF Pay Factor PRS Performance-Related Specifications PSD Power Spectral Density PWL Percent Within Limits QA Quality Assurance QAS Quality Assurance Specifications QM Quality Measure RQL Rejectable Quality Level SE Standard Error SHRP Strategic Highway Research Program SLE Service Life Extension SPS Specific Pavement Studies US United States USL Upper Specification Limit VFA Voids Filled with Asphalt VMA Voids in the Mineral Aggregate WF Wet-Freeze WNF Wet-No Freeze
