2002 SAE govt/Industry meeting Jeff Woods presentation - NCAP Braking SLIDE 1: NCAP BRAKING CONSUMER BRAKING INFORMATION - Jeff Woods, NHTSA Safety Performance Standards SLIDE 2: INTRODUCTION Concerns about developing brake system rating focus on variability of: - vehicle - test driver - test surface SLIDE 3: PROGRAM SUMMARY 1998-1999: Initial testing at Aberdeen test center 2999-2000: Round-robin testing at Aberdeen, MGA, TRC 2002: Additional research on pedal force, pavement friction, statistics SLIDE 4: 1998 ABERDEEN TEST PROGRAM Objectives: - test a variety of light vehicles - limit test conditions to reduce variability - use only ABS-equipped vehicles - perform statistical analyses of stopping distance results SLIDE 5: VEHICLES TESTED 10 ABS-Equipped vehicles - 5 passenger cars (including control vehicle) - 2 minivans - 1 sport utility vehicle - 1 full size van - 1 full-size pickup (rear wheel only ABS) SLIDE 6: VEHICLE TEST CONDITIONS - straight line stops - dry asphalt - wet asphalt - test speed: 100 km/h (62mph) - loaded and unloaded conditions - 10 stops per test condition SLIDE 7: TEST RESULTS - pedal forces higher than targed (112lbs) by 3X - higher pedal forces did not affect stopping distance results - rate of pedal application seems most important - on control vehicle: * shortest stop: 139 ft w/237 lbs pedal force * longest stop: 150 ft w/309 lbs pedal force SLIDE 8: STATISTICAL ANALYSIS METHOD - average of 10 braking stops - standard deviation - 95th percentile: 95% of the time vehicle would stop within this distance. also measures stopping performance consistency SLIDE 9: TEST SURFACE PFC - dry asphalt PFC: 0.89 - 0.95 - wet asphalt PFC: 0.85 - 0.88 - variability low, magnitude high - PFC measured with skid trailer using: * ASTM Method EW1337-90 * ASTM E1136 standard reference test tire SLIDE 10: VARIABILITY OF PFC Peak Friction Coefficient [line graph] SLIDE 11: TEST PROGRAM - further evaluate the effects of surface variability - 4 vehicles tested at 3 different test sites, and again at first site - surface friction measured at each site during testing - analyzed and compared vehicle stopping distance performance at each test site SLIDE 12: 1999 ROUND-ROBIN TESTING Results Summary - PFCs are different at each test track * some wet surfaces have friction as high as some dry surfaces * TRC had "ideal" PFCs, Aberdeen and MGA had rougher pavements due to weathering and little use - brake application rate is important - 100lbs in0.2 seconds is achievable SLIDE 13: NON-ABS VEHICLES problems with testing non-ABS vehicles: - stopping distance is dependent on driver skill - driver brake pedal modulation results in larger deviations between test runs - these stopping distance values may be less useful to consumers if they can't obtain similar real-world performance SLIDE 14: DRAFT TEST PROTOCOL - ABS-equipped vehicles only - test surface * dry PFC 0.90-0.95 * wed PFF 0.80-0.85 (water depth =/< 3mm) - loading: lightly-loaded wieght with 180 kg - pedal force - 500 newtons in 0.25 sec - number of stops - 10 per vehicle - surface temperature: * dry: 25-45 degrees C (77-113 degrees F) * wet: 22-32 degrees C (72-90 degrees F) - data: average and/or 95th percentile SLIDE 15: US/JAPAN TEST CONDITIONS COMPARISON U.S. NCAP RESEARCH - test speed: 100 km/h - lane width: 3.7 m - IBT: >/= 65 degrees C, /= 65 degrees C, 0 pedal force instead of stop lamp switch * some recommend 500 N steady-state pedal force instead of 670 N - Vehicle Loading * some recommend GVWR tests in addition to LLVW - Non-ABS Vehicles * some recommend testing them as well, driver best-effort * stopping distance and stability important to convey to consumers - Reporting results * many recommend average instead of 95th percentile * one recommends shortest stop * most recommend bar graph (JNCAP), no support for star ratings * recommendation to perform research in this area - Recommendation that safety benefits (crash avoidance, likelihood of injury/fatality) be related to stopping distance SLIDE 25: ADDITIONAL TESTING - 2002 - investigate pedal force application criteria (ramp-up and steady-state) to finalize - additional statistical reivew of stopping distance data - continue pavement friction testing and evaluating variability SLIDE 26: FUTURE TESTING - Identify test site to conduct NCAP braking program - investigate methods of wetting test surface - finalize wet and dry PFC values - run pilot test program SLIDE 27: NHTSA and JNCAP - Visit the NHTSA website at www.nhtsa.dot.gov - JNCAP results at www.osa.go.jp