Questions? Call 800-624-6242 About | Ordering | New Menu | Items in cart [0] SEARCH

Rights & Permissions Free PDF Access Sign in to download PDF book and chapters Free Resources Display this book on your site! Related Titles NCHRP Synthesis 382: Estimating Stiffness of Subgrade and Unbound Materials for Pavement Design NCHRP Synthesis 401: Quality Management of Pavement Condition Data Collection Other Related Titles NCHRP Synthesis 381: Falling Weight Deflectometer Usage (2008) National Cooperative Highway Research Program Synthesis Program (NCHRPSYN) Citation Manager Export the bibliographic data for this book in your chosen format Web Search Builder Use this book's key terms to search within this book, across our collection, or across the Web. Skim This Chapter Skim this chapter and use this chapter's key terms to search within this book. Reference Finder Paste in your own text to find books that relate to your topic. Citation Manager Alavi, Sirous, Tavares, Michael P, LeCates, Jeffrey F, Transportation Research Board. "Abbreviations." NCHRP Synthesis 381: Falling Weight Deflectometer Usage. Washington, DC: The National Academies Press, 2008. Please select a format: Page 44   E-mail Share on facebook Facebook Share on delicious Delicious Share on stumbleupon Stumble Share on twitter Twitter More Sharing ServicesMore Page 44 Front Matter (R1-R10) Summary (1-2) Purpose (3-3) Scope (4-4) Definitions (5-6) Falling Weight Deflectometer Types and Configurations (7-7) Falling Weight Deflectometer Manufacturers (8-9) Maintenance Practices (10-11) Calibration Procedures (12-12) Calibration Requirements (13-13) Calibration Centers (14-14) Data Collection Guidelines (15-19) Data Storage (20-20) Data Analysis Methods (21-21) Data Analysis Software (22-22) Analysis Output File Types (23-23) Qualifications (24-24) Additional Training Opportunities (25-26) Outsourcing Requirements (27-28) Case 2. Pavement Rehabilitation and Overlay (29-29) Case 4. Pavement Management Systems (30-30) Case 7. Spring Load Restrictions (31-31) Case 11. Project Acceptance and Evaluation (32-32) Case 12. Conversion of Data from Other Nondestructive Testing Devices (33-33) Case 13. International Practices (34-34) Portable Falling Weight Deflectometer (35-35) Mechanistic-Empirical Pavement Design (36-36) CHAPTER TEN - Conclusions (37-38) References (39-42) Bibliography (43-43) Abbreviations (44-44) APPENDIX A - Survey Questionnaire (45-67) Part 1: Background Information (68-68) Part 2: FWD Equipment Types (69-69) Part 3: FWD Equipment Maintenance (70-73) Part 4: FWD Equipment Calibration (74-79) Part 5: GeneraL FWD Testing Procedures (80-83) Part 6: FWD Field Testing - Flexible Pavements (84-92) Part 7: FWD Field Testing - Rigid Pavements (93-102) Part 8: FWD Computers (103-104) Part 9: Data Analysis (105-107) Part 10: Data Management and Storage (108-109) Part 11: Personnel Training (110-115) Part 12: FWD Program Administration - Part 1 of 2 (116-117) Part 13: FWD Program Administration - Part 2 of 2 (118-126)

Below are the first 10 and last 10 pages of uncorrected machine-read text (when available) of this chapter, followed by the top 30 algorithmically extracted key phrases from the chapter as a whole.
Intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text on the opening pages of each chapter. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

Do not use for reproduction, copying, pasting, or reading; exclusively for search engines.

OCR for page 44
44 Abbreviations AC Asphalt concrete NHI National Highway Institute ADOT Arizona Department of Transportation NYSDOT New York State DOT ALDOT Alabama Department of Transportation PCC Portland cement concrete ASR Alkali-silicate reaction PDDX Pavement Deflection Data Exchange BMPR Bureau of Materials and Physical Research PFWD Portable falling weight deflectometer Caltrans California Department of Transportation PLT Plate load test CBR California Bearing Ratio PMS Pavement management system COST European Cooperation in the Field of R2 Coefficient of determination Scientific and Technical Research RCA Recycling concrete aggregate CRCP Continuously reinforced concrete pavement SDDOT South Dakota Department of Transportation DCP Dynamic cone penetrometer SHA State highway agency Deff Effective slab depth SHRP Strategic Highway Research Program DOS Disk Operating System (Microsoft) SN Structural number ERI Engineering Research International SNeff Effective structural number FDOT Florida Department of Transportation SRA Swedish Road Administration FWD Falling weight deflectometer TRIS Transportation Research Information FWDUG Falling Weight Deflectometer User's Group Services GDOT Georgia Department of Transportation TxDOT Texas Department of Transportation GPR Ground-penetrating radar UTEP University of Texas at El Paso GUI Graphical user interface UTW Ultra-thin whitetopping HMA Hot-mix asphalt VDOT Virginia Department of Transportation HWD Heavy weight deflectometer VTrans Vermont Agency of Transportation IDOT Illinois Department of Transportation WSDOT Washington State DOT INDOT Indiana Department of Transportation UNITS OF MEASURE ITD Idaho Transportation Department cm centimeter ITRD International Transport Research Documentation ft foot JCP Jointed concrete pavement in. inch JPC Jointed plain concrete km kilometer k k-value kN kilonewton LFWD Lightweight FWD ksi kips per square inch LTE Load transfer efficiency lbf pounds force LTPP Long-Term Pavement Performance mi mile LVDT Linear variable displacement transducers mils milli-inch (0.0001 in.) Mr Resilient modulus MPa megapascal MEPDG Mechanistic­Empirical Pavement Design m micrometer Guide pci pound per cubic inch MoDOT Missouri Department of Transportation psi pounds per square inch MRWA Main Roads Western Australia NDT Nondestructive testing