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NCHRP Synthesis 381: Falling Weight Deflectometer Usage (2008)
National Cooperative Highway Research Program Synthesis Program (NCHRPSYN)

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Alavi, Sirous, Tavares, Michael P, LeCates, Jeffrey F, Transportation Research Board. "Falling Weight Deflectometer Types and Configurations." NCHRP Synthesis 381: Falling Weight Deflectometer Usage. Washington, DC: The National Academies Press, 2008.

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Page
7
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Page
7
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)

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OCR for page 7
7 chapter two Falling Weight Deflectometer Equipment This chapter provides information on FWD ownership, types · One or more deflection sensors. (Note: Deflection basin and configurations, manufacturers, and maintenance practices. tests require at least seven sensors.) · A system for collecting, processing, and storing deflec- tion data. FALLING WEIGHT DEFLECTOMETER Ownership Recorder systems, discussed in Section 8 of ASTM The 45 SHAs that responded to the survey reported own- D4694-96, should display and store load measurements with ing 82 FWDs. Most were manufactured by Dynatest, but a 200 N (45 lbf) resolution. Such systems should display and Carl Bro, JILS, and KUAB were also represented. Table 3 store deflection measurements with ±1 m (0.039 mil) or less summarizes SHA FWD ownership by manufacturer of resolution. (Appendix B, Questions 2­6). Most of the FWDs used by SHAs are either towed by TABLE 3 a vehicle or are built into a vehicle's cargo area. Figures 1 QUANTITIES OF FWDS OWNED BY STATE HIGHWAY and 2 depict one of each such FWD. AGENCIES, BY MANUFACTURER Quantity of FWDs Ages of FWDs Manufacturer in Service (total) (years, average) Dynatest 61 14 JILS 15 6 KUAB 6 14 Carl Bro 0 Not applicable Other 0 Not applicable Total 82 11 Falling Weight Deflectometer Types and Configurations Falling Weight Deflectometer Components FIGURE 1 Trailer-towed FWD (Courtesy: Carl Bro). The basic components of a FWD are defined by reference documents such as AASHTO and ASTM standards. For example, in ASTM D4694-96, the apparatus described is composed of the following ("Standard Guide for General Pavement Deflection Measurements" 2005, pp. 487­488): · An impulse-generating device with a guide system. This device allows a variable weight to be dropped from a variable height. · Loading plate, for uniform force distribution on the test layer. When the weight affects this plate, this loading plate ensures that the resulting force is applied perpen- dicularly to the test layer's surface. FIGURE 2 Vehicle-mounted FWD (Courtesy: Foundation · A load cell for measuring the actual applied impulse. Mechanics).