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SHRP 2 Report S2-L10-RR-1: Feasibility of Using In-Vehicle Video Data to Explore How to Modify Driver Behavior That Causes Nonrecurring Congestion (2011)
Strategic Highway Research Program Reliability Focus Area (SHRP2REL)

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Katz, B, Park, S, Du, J, Rakha, H, Golembiewski, G, Guo, F, Doerzaph, Z, Viita, D, Kehoe, N, Rigdon, H, Transportation Research Board. "Video Data." SHRP 2 Report S2-L10-RR-1: Feasibility of Using In-Vehicle Video Data to Explore How to Modify Driver Behavior That Causes Nonrecurring Congestion. Washington, DC: The National Academies Press, 2011.

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Page
59
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Page
59
Front Matter (R1-R10)
Introduction (1-1)
Findings (2-2)
Limitations of Existing Data Sets (3-3)
Recommendations (4-5)
Chapter 1 - Introduction (6-6)
Reference (7-7)
Project 2: Automotive Collision Avoidance System Field Operational Test (8-8)
Project 3: Quality of Behavioral and Environmental Indicators Used to Infer the Intention to Change Lanes (9-9)
Project 7: Drowsy Driver Warning System Field Operational Test (10-10)
Project 10: Effect of In-Vehicle Video and Performance Feedback on Teen Driving Behavior (11-11)
Project 14: Older Driver Field Operational Test (12-12)
References (13-14)
Quality of Vehicle Data (15-16)
Quality of External Data (17-19)
Evaluation of Candidate Data Sets (20-25)
Data Storage and Computation Requirements (26-27)
Data Reduction and Crash and Near-Crash Detection (28-40)
References (41-41)
Chapter 5 - General Guidelines for Video Data Analysis (42-42)
General Guidelines for Video Data Reduction (43-44)
References (45-45)
Literature Review (46-48)
Proposed Modeling Methodology (49-53)
References (54-55)
Overall Data Collection (56-56)
Kinematic Data (57-58)
Video Data (59-59)
Reduced Data (60-61)
Other Data Sources (62-62)
References (63-63)
Contributing Factors and Correctable Driver Behaviors (64-66)
Countermeasures (67-73)
Recommendations and Discussion (74-77)
References (78-78)
Appendix A - Project 2 Data Dictionary (79-86)
Appendix B - Project 5 Data Dictionary (87-93)
Appendix C - Project 7 and Project 8 Event Data Dictionary (94-122)
Appendix D - Project 7 and Project 8 Environmental Data Dictionary (123-127)
Reliability Technical Coordinating Committee (128-128)
Related SHRP 2 Research (129-129)

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59 30 Speed (m/s) 25 20 15 -10 -5 0 5 30 Speed (m/s) 25 20 15 -10 -5 0 5 Tim e (s) Figure 7.5. Speed profile: (top graph) with missing data; (bottom graph) after performing linear interpolation. (i.e., using range values in the "VORAD1_Range_1" range environmental, traffic, and weather data. Valid and accurate calculations), erroneous variable computations would result, time and location variables should be available for researchers as shown in Figure 7.6. After applying the algorithm, correct to complete the linkage. As described in earlier reports, most target variables are identified. studies had GPS data recorded in their data sets. In Project 6, A critical postprocessing data issue that one must address however, the local computer clocks without synchronization is the linking of the in-vehicle data with other data, including were used instead of GPS time, resulting in time errors. These errors deem synchronization infeasible. Table 7.1. Rain Gauge Measurements Rain Gauge Measurements Rain Gauge Measurements Video Data (invalid values), mm (invalid values removed), mm During the extensive naturalistic driving data collection 8.382 8.382 period, it was not unusual to have technical difficulties in 196.088 8.382 cameras, including disconnection of cables and malfunction 196.088 8.382 of cameras. Special supervision is needed to ensure smoother data collection and reduction. 196.088 8.382 Each study set up videos with varied views for its particu- 196.088 8.382 lar research goal. VTTI studies usually have four cameras cap- 8.382 8.382 turing the front view, side views (left and right), and driver's 8.382 8.382 Table 7.3. Example Illustration of Radar Target Tracking Table 7.2. GPS Imported Data (Null Values) VORAD_ID VORAD1_Range (Ft) GPS Date Time Time (with null values) GPS Date Time (corrected) Step (s) 1 2 3 1 2 3 `2007-06-22 06:30:39.617' `2007-06-22 06:30:39.617' -0.6 231 248 247 50.1 370.1 212.2 `2007-06-22 06:30:39.617' `2007-06-22 06:30:39.617' -0.5 231 248 247 49.5 363.4 205.8 Null `2007-06-22 06:30:39.617' -0.4 248 231 247 354.5 49.6 193.1 `2007-06-22 06:30:39.617' `2007-06-22 06:30:39.617' -0.3 247 231 248 186.7 49.6 344.5 `2007-06-22 06:30:39.617' `2007-06-22 06:30:39.617' -0.2 247 248 231 173.9 331.8 49.5 `2007-06-22 06:30:39.903' `2007-06-22 06:30:39.903' -0.1 247 231 248 165 49.3 321.8