Por
el momento, esta página esta disponible solamente en Inglés,
pero muy pronto usted la encontrará tambien en Español. |
U.S Department of Transportation
Federal Motor Carrier Safety Administration
Performance-Based Brake Testers Round Robin Final Report
DOT-MC-00-100 - FEBRUARY 2000
This document is available to the public from the National Technical Information Service, Springfield, Virginia 22161
Technical Report Documentation Page| 1.
Report No. DOT-MC-00-100 |
2.
Government Accession No. PB2000-105555 |
3. Recipient’s Catalog No. | ||||
|---|---|---|---|---|---|---|
| 4.
Title and Subtitle Performance-Based Brake Testers Round Robin Final Report |
5.
Report Date February, 2000 |
|||||
| 6. Performing Organization Code | ||||||
| 7.
Author(s) S.J. Shaffer & A.-C. Christiaen |
8. Performing Organization Report No. | |||||
| 9. Performing Organization Name and Address Battelle Memorial Institute 505 King Avenue Columbus, OH 43201 | 10. Work Unit No. (TRAIS) | |||||
| 11.
Contract or Grant No. DTFH61-96-C-00077 |
||||||
| 12.
Sponsoring Agency Name and Address Federal Motor Carrier Safety Administration |
13. Type of Report and Period Covered Final Report covering Tests Conducted July 27-29, 1998 | |||||
| 14. Sponsoring Agency Code | ||||||
| 15. Supplementary Notes The work was originally carried out under the USDOT, Federal Highway Administration, Office of Motor Carriers. The current supporting organization is the Federal Motor Carriers Safety Administration (FMCSA). | ||||||
| 16.
Abstract This report documents the results of a series of tests in which several different types of performance-based brake testers (PBBTs) were compared side-by-side (i.e. a round robin test) in their ability to accurately measure brake forces (BFs) and wheel loads (WLs) of commercial vehicles (CVs), and to then predict the vehicle deceleration capability for a 32.2 km/hr on-road stopping test. The PBBTs consisted of five roller dynamometers (RD), two flat plate (FP) testers, and one breakaway torque tester (BTT). A PBBT that can also meet a set of functional specifications could be used for law enforcement by safety inspectors once performance-based criteria are codified. In the test program, specific ratios of BF to WL were imposed on both a 5-axle combination tractor semi-trailer and a two-axle straight truck, in both the fully laden and unladen conditions. In each loading condition, the overall vehicle braking capability was set to achieve a proposed minimum requirement of 0.4g, where g is the acceleration due to gravity. In addition, the brakes on specific individual wheels were set to provide a BF/WL of 0.25 and 0.35, for a steer and a non-steer wheel, respectively. The vehicles were also instrumented to record stopping distances and decelerations from on-road stopping tests performed from 32.2 km/hr. In general, nearly all of the PBBTs were able to accurately measure the CVs’ brake forces. Only one of the FP-type testers experienced erratic performance during the round robin. In contrast, several of the PBBTs had difficulty in reporting the accurate gross vehicle weight. In some cases, particularly with the portable PBBTs, the reported wheel loads for axles 2 and 4 (the lead axle on the tandem set) of the 5-axle vehicle were very high, leading to an under-prediction of the vehicle deceleration capability. Calibration checks of the PBBT weighing mechanisms indicated that all could meet the functional specifications. As such, it was concluded that accounting for the redistribution of axle loads due to the vehicle suspension and the geometry of the PBBT ramp would require special test procedures or remote entry of vehicle or axle weights for use in law enforcement. The repeatability of all the PBBTs was good, meeting the acceptability criteria in more than 93 percent of the test cases. |
||||||
| 17. Key Words brakes, brake tester, brake testing, performance-based, commercial vehicle, PBBT, deceleration, road stop, stopping distance, roller dynamometer, flat plate, breakaway torque | 18. Distribution Statement No restrictions. This document is available to the public through the National Technical Information Service, Springfield, VA 22161. | |||||
| 19.
Security Classif. (of this report) N/A |
20
Security Classif. (of this page) N/A |
21.
No. of Pages Body: 62 Appendices: 70 Total: 132 |
22. Price | |||
Form DOT F 1700.7 (8-72) Reproduction of completed page authorized
This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. This report does not constitute a standard, specification, or regulation.
The United States Government does not endorse products or manufacturers. Trade and manufacturers’ names appear in this report only because they are considered essential to the object of the document.
| Abbreviations and Symbols | |
|---|---|
| ARR | Acceptable Repeatability Range |
| BF | Brake Force |
| BFmax | Maximum Brake Force |
| BFmin | Minimum Brake Force |
| BFREF | Reference Brake Force |
| BFTOT | Total Brake Force |
| B&G | B&G Engineering |
| BTT | Breakaway Torque Tester |
| CFR | Code of Federal Regulations |
| COF | Coefficient Of Friction |
| CV | Commercial Vehicle |
| CVSA | Commercial Vehicle Safety Alliance |
| Decel | Deceleration |
| DecelEQ | Equivalent Deceleration, BFTOT/GVW |
| DecelREF | Reference Deceleration |
| DOT | Department of Transportation |
| F | Friction Force |
| FHWA | Federal Highway Administration |
| FMCSA | Federal Motor Carrier Safety Administration |
| FMCSR | Federal Motor Carrier Safety Regulation |
| FMVSS | Federal Motor Vehicle Safety Standard |
| FP | Flat Plate Brake Tester |
| GAWR | Gross Axle Weight Rating |
| GVW | Gross Vehicle Weight |
| GVWREF | Reference Gross Vehicle Weight |
| GVWR | Gross Vehicle Weight Rating |
| HEI | Hicklin Engineering, Inc. |
| MCSAP | Motor Carrier Safety Assistance Program |
| N | Normal Force |
| NHTSA | National
Highway Traffic Safety Administration |
| OMCS | Office of Motor Carrier Safety |
| PB | Parking Brake |
| PBBT | Performance-Based Brake Tester |
| RAI | Radlinski and Associates, Inc. |
| RD | Roller Dynamometer |
| RR | Rolling Resistance |
| TRC | Transportation Research Center |
| VIS | Vehicle Inspection System |
| VRTC | Vehicle Research & Test Center |
| WL | Wheel Load |
| F | Coefficient of Friction |
This work was supported by the US Department of Transportation, Federal Highway Administration-Office of Motor Carrier and Highway Safety, under contracts DTFH61-93-C-00055 and DTFH61-96-C-00077. Specifically, Paul Alexander, Katherine K. Hartman, Steve Keppler, Larry W. Minor and Gary Woodford deserve recognition for their efforts and invaluable contributions.
We would also like to thank all the vendors/manufacturers and their guests for participating in this one of a kind event:
B&G Engineering (B&G): Stanley J. Ball, Larry Gardner and Tom Cantlon.
HEKA: Horst Behncke, Herbert and Bridget Kallinich, Tomas Miller, Ron Martoia, Gail and Sherry Brockie.
Hicklin Engineering, Inc. (HEI): Scott Giles, Randy Nation, Jack Campbell and Jim Anderson.
Hunter Engineering, Inc. (Hunter): Steve Balsarotti and Pete Liebetreu.Radlinski and Associates, Inc. (RAI): Richard Radlinski, Mark Flick and Richard Woodruff (Woody). BM Autoteknik Moldrup ApS: Mogens Norlem. Vehicle Inspection Systems (VIS): Miles Fuller, Murray Stewart, Larry Smith and Bob Fisher.
Special thanks go to all of the VRTC staff for their exceptional involvement in the round robin, in particular W. Riley Garrott, Lyle Heberling and Dick Hoover.
The following participants to the round robin shall not go unmentioned:
Ohio State Highway Patrol: James R. Feddern, Lt. Randy Meek, Larry Nanna, Sgt. Bob Knauff, Doug Skotsky, Fred Pape, Sam Roetter and Dutch Orbich
Maryland DOT State Highway Authority: John Rotz and Rick Davis West Virginia Public Service Commission: Bob R. Brooks and Dennis Teter Commonwealth of Kentucky: Jeff Bibb and Ed Lodgson IRISystems: Wilf Wedding SAAQ: Jacques Richard H&M Ltd. Motor Vehicle Test Equipment: W. H. Brown Dennis NationaLease: Dennis J. McNichol, III
We would also like to thank our colleagues, Jerry Kannel and Terry Merriman, for their assistance with this report.
Special mention goes to Serge Carignan of Ecole Polytechnique de Montreal, Dick Radlinski of RAI and Daniel D. Filiatrault of ICBC for sharing their outstanding photographs with us.
Table of Contents
Page
Appendices
Appendix A. Photographs of the PBBT Round Robin Appendix B. Reference Data Appendix C. PBBT Data Appendix D. Brake Force History Plots Appendix E. PBBT Individual Axle Load Measurements Appendix F. Participating PBBT Manufacturers, Vendors & Representatives
In an effort to improve highway safety, the US Department of Transportation, Federal Motor Carrier Safety Administration (FMCSA) is supporting a program for the development, evaluation, and application of Performance-Based Brake Testers (PBBTs) for use on commercial vehicles. A PBBT is a device that can evaluate the braking capabilities of a vehicle in its current condition through a quantitative assessment (i.e. measurement) of brake forces. Some PBBTs can also evaluate the fully laden braking capabilities of an unladen vehicle. A PBBT is of benefit to both the law enforcement and the motor carrier communities because it provides an objective measure of the braking performance of a vehicle. It does so irrespective of the brake type (disk or drum), the energy supply (air, hydraulic, electric, or spring), or the application method (s-cam, wedge, piston, spring, or lever and cable). Examples of PBBTs include roller dynamometers (RDs), flat plate brake testers (FPs), and breakaway torque brake testers (BTTs).
PBBTs have been in common use in Europe for more than 20 years for periodic safety inspections of commercial vehicles (CVs). The PBBTs used in Europe are almost exclusively in-ground RDs, and the European regulations have been developed accordingly. Additionally, European vehicle design regulations require access to certain diagnostic signals that are not available on North American fleets. As a result, European criteria are not generally applicable to the fleet of vehicles operating in North America. The FMCSA-sponsored program has been examining additional types of PBBTs, with a focus on portable models. As such, there is no precedent for guidance on regulations applicable for use of PBBTs in North American law enforcement activities.
New performance-based regulations may be developed which define the criteria by which underbraked vehicles as well as individual weak brakes can be identified using a PBBT. Prior field testing of PBBTs indicated that the applicability of criteria based on agreement with CVSA1 inspection results was limited. As such, a universally applicable set of criteria was presented as part of the recent field evaluation research2. Any new regulations must be consistent with current performance-based braking safety criteria, i.e. measures of vehicle deceleration, stopping distance, or both. The current criteria3 are codified in Title 49 of the Code of Federal Regulations, Section 393.52 (49 CFR 393.52).
The PBBT performance-based criterion recommended in the earlier field evaluation research for identification of an underbraked vehicle is based on the ratio of all brake forces available at the wheels (BFTOT) to the GVW. This ratio is referred to as the “equivalent deceleration”, decelEQ. The recommended performance-based criteria for identification of weak brakes included a single low BF with respect to the wheel load (WL) as well as a BF imbalance across a given axle. The performance-based criteria from the earlier field research are reviewed in Table 1.
Table 1. Recommended criteria for identification of an unsafe vehicle due to insufficient braking capacity or weak brakes.
| Assessment for | Minimum criterion | Result when criterion is not met |
|---|---|---|
| Underbraked vehicle | Underbraked if BFTOT / GVW < 0.4 | Out Of Service |
| Imbalanced braking on power-unit steer axle | Out of balance if BFmin /BFmax < 0.55 | Out Of Service |
| Defective brake on steer axle wheels | Defective if BF / WL < 0.25 | Citation |
| Defective brake on non-steer axle wheels | Defective if BF / WL < 0.35 | Citation |
BF -brake force; BFTOT -total BF; GVW -gross vehicle weight; WL -wheel load
1 The Commercial Safety Alliance (CVSA) is the organization responsible for the development and maintenance of the North America Uniform Out-of-Service criteria for heavy trucks and buses: critera include vehicles, drivers and transport of hazardous materials. Information about the CVSA can be found at (301) 564-1623 or at http://www.cvsa/org.
2 S. J. Shaffer and P. A. Gaydos, "Development, Evaluation and Application of Performance-Based Brake Testing Technologies", FHWA/MC-98/048, April, 1998. The executive summary can be accessed at the following address: http://www.itsdocs.fhwa.dot.gov/jpodocs/repts_te/8mn01!.pdf
3 For vehicles over 10,000 lbs. or combination vehicles, a braking force (BF) as a percentage of gross vehicle or combination weight (GVW) of at least 43.5 must be achieved during a stop from 32.2 km/hr (20 mph) on dry pavement. Alternatively, a combination vehicle must be able to stop within 12.2 meters from 32.2 km/hr, or 40 feet from 20 mph.
In addition, functional specifications for PBBTs (e.g. calibration documentation requirements and the minimum required accuracy for PBBTs purchased with funds from the FMCSA’s Motor Carrier Safety Assistance Program (MCSAP)) are being developed4.
A round robin5 was conducted in July 1998 at the Vehicle Research and Test Center (VRTC) of the National Highway Traffic Safety Administration (NHTSA).
The objective of the round robin was to determine whether or not the current generation of PBBTs could be used for enforcement, i.e. whether or not a vehicle’s individual brakes or overall braking capability could be judged accurately and repeatably from one PBBT to another, and whether the results were representative of a vehicle’s on-road braking capability (applicability).
The tests were designed to allow the evaluation of the accuracy, the applicability and the repeatability of the measurements of the current generation of PBBTs under variable conditions (e.g. vehicle types, vehicle load, vehicle braking capacity or test surface conditions). Accuracy addresses the question: “Does the PBBT report the actual forces (e.g. BFs and WLs) being applied within an acceptable tolerance?” Applicability addresses the question: “Are the forces being applied by the vehicle during the PBBT test representative of those applied during on-road braking from 32.2 km/hr (20 mph)?” Repeatability addresses the question: “Does the PBBT report the same forces under repeated identical conditions?”
The PBBT results were compared to reference values as shown in Table 2.
4 “Development of Functional Specifications for Performance-Based Brake Testers Used To Inspect
Commercial Motor Vehicles”, FHWA-1998-3611-1, Federal Register, Vol. 63, No. 108 (June, 1998). 5 The term “round robin” describes a series of tests in which a single “standard” is used to evaluate the consistency of various test apparatus. In the round robin presented in this report, the “standard”, a specific configuration of brake forces and wheel loads on a heavy-duty vehicle, was used to evaluate the candidate PBBTs and their operating protocols.
Table 2. References used to determine the accuracy, the applicability and the repeatability of PBBTs
| Measurement |
Reference |
|
|---|---|---|
| Accuracy
|
WL
|
Calibration using traceable dead weights |
| BF |
Calibration using traceable loads applied via fixture | |
| Calibrated torque wheel | ||
| Applicability
|
DecelEQ
|
Average deceleration measured from a 32.2 km/hr (20 mph) road stop |
| GVW |
Sum of pre-measured axle loads using certified scales | |
| WL
|
Pre-measured axle or wheel load using certified scales | |
| BFTOT
|
Total BFs computed from GVW (certified scales) and average deceleration (on-road stops). | |
| Repeatability
|
DecelEQ
|
Replicate values reported from repeat tests of same conditions |
| GVW
|
||
| WL
|
||
| BFTOT |
The round robin included nine stations as listed in Table 3. The stations included three portable RDs, two in-ground RDs, one in-ground FP, one portable FP, one portable BTT, and a 32.2 km/hr (20 mph) road stop. The principles of operation of RDs, FPs and BTT are detailed elsewhere6. An additional portable RD, which was equipped with some experimental hardware and software, was included in a selected number of tests. The order of the testing was the same as the station number, and was determined by site logistics at the VRTC. Photographs of each of the PBBTs are presented in Appendix A.
Table3. List of test stations
| Station No. | Manufacturer/Vendor | Type | Method |
|---|---|---|---|
| 1 | Hunter | In-Ground | Flat Plate |
| 2 | BM/RAI | Portable | Roller Dynamometer |
| 3 | VIS | Portable | Roller Dynamometer |
| 4 | BM/VRTC | In-Ground | Roller Dynamometer |
| 5a | HEI | Portable | Roller Dynamometer |
| 6 | B&G | Portable | Breakaway Torque Tester |
| 7 | HEKA | Portable | Flat Plate |
| 8 | - | On-Road | 32.2 km/hr (20 mph) Road Stop |
| 9 | BM/RAI | In-Ground | Roller Dynamometer |
| 5b* | HEI | Portable | Roller Dynamometer |
* Included in selected tests, as time allowed.
Two types of commercial vehicles, with different braking and loading configurations, were prepared. A combination three-axle tractor, two-axle flatbed semi-trailer (3-S2) and a
6 S.J. Shaffer, & G.H. Alexander, “Evaluation of Performance-Based Brake Testing Technologies”, FHWA-MC-96-004, December, 1995.
two-axle flatbed straight truck (2) were selected for the tests as they represent the majority of the axle configurations of commercial vehicles on the road. Each vehicle was tested fully laden and unladen. Both vehicles were initially set up with target brake force to wheel load ratios (BF/WL) on selected wheels, keeping the braking capability of the vehicle as a whole consistent with the performance-based regulation under consideration by the OMCS at the time of the round robin. Additional testing was performed on the 2-axle vehicle in a weakly-braked condition.
The convention used in this report to identify vehicle wheels is shown in Figure 1.
Figure 1. Identification of wheel numbers on the two test vehicles.
Both vehicles were instrumented and data were collected at 100 Hz. A fifth-wheel speed sensor was installed on each vehicle, and was used to derive stopping distances and decelerations. In addition, a Labeco on-board computer tied to a switch on the brake pedal was installed on both vehicles to compute stopping distances7. An instrumented torque wheel was fitted to wheel number 5 on the 3-S2. Air pressure was monitored on the 3-S2, using transducers at each of the six tractor wheel air chambers and upstream of the trailer distribution valve. The air pressure was controlled on the two-axle vehicle, but not monitored during testing.
7 The two-axle vehicle experienced some instrumentation difficulties, so data were not always available from both systems.
The test matrix for the round robin is shown in Table 4. A total of 9 test conditions were run. The testing program had two parts, which are described in more detail below.
Table 4. Test matrix of vehicle conditions for PBBT round robin
| Part 1:
Vehicles with Weak Brakes Dry conditions only -3 replicate tests (separate) |
||||||||
|---|---|---|---|---|---|---|---|---|
| Test No. | 1 | 2 | 3 | 4 | ||||
| Vehicle Type and Loading | 3-S2 | 2-Axle | 3-S2 | 2-Axle | ||||
| Laden | Unladen | |||||||
| Condition | Dry | Dry | Dry | Dry | ||||
| Part 2:
Vehicles with Fully-Adjusted Strong Brakes Dry and wet conditions, 2-axle truck only -3 replicate tests (consecutive) |
||||||||
| Test No. | 5 | 6 | 7 | 8 | 9 | |||
| Vehicle Loading | 2-Axle | 2-Axle | 2-Axle | 2-Axle | 2-Axle | |||
| Unladen | 1/3 laden | 2/3 laden | 2/3 laden | Unladen | ||||
| Condition | Dry | Dry | Dry | Wet | Wet | |||
In the first part of the testing program (Tests 1-4), three rounds were conducted for each test condition such that, in each round, the vehicles traveled from test station to test station, resulting in three separate replicate tests8. In Tests 1-4, the following evaluations were performed on weakly-braked vehicles, under laden and unladen conditions:
1) The accuracy and applicability of BF measurements: For the accuracy, the PBBT-measured BFs per wheel were compared to the BFs measured using a calibrated torque wheel. For the applicability, the PBBT-measured total BFs (BFTOT)were compared to BFs computed from the 32.2 km/hr (20 mph) on-road stops.
8 The 3-S2 combination vehicle with weak brakes under empty conditions (Test 3) was not properly set up for the first replication of this test. Recognizing the improper set-up after the first round, several brakes were readjusted. As a consequence, only results from the second and third rounds are utilized for analysis of this condition.
2) The accuracy and applicability of WL measurements: For the accuracy, sets of cement blocks of known weight were placed on the PBBT weighing mechanisms and the PBBT results were compared to the known weights. For the applicability, the PBBT-measured axle loads were compared to axles loads obtained using traditional in-ground or portable certified scales.
3) The applicability of the equivalent deceleration (decelEQ): The PBBT measurements were compared to the deceleration achieved during 32.2 km/hr (20 mph) road stops. 4) The repeatability of the PBBT measurements: PBBT results from three replicates were compared.
In the second part of the testing program (Tests 5-9), the brake forces of the two-axle truck were restored to their fully adjusted values, providing braking forces sufficient to lock the wheels in a high demand or panic stop9. In this condition, the testing focused on additional factors that could affect the results of the PBBTs, such as the vehicle load (empty or partially laden) or the condition of the PBBT test surface (wet or dry). The accuracy, repeatability and applicability of the WL measurements are not expected to be affected by the level of braking capability or the test surface conditions. Since WL variations are not expected to differ from those discussed in Part 1, the decelEQ and the BFs variations are assumed proportional. Therefore, in Part 2, the following evaluations were conducted on the weakly-braked, 2-axle vehicle:
1) The applicability of the equivalent deceleration (decelEQ): The equivalent deceleration predicted using the PBBT measurements was compared with the deceleration from
32.2 km/hr (20 mph) road stops. 2) The repeatability of the BF measurements: PBBT-reported BFs from three replicates were compared.
3) The effect of wet test surfaces on the PBBT-reported BFs was evaluated by comparing the maximum BFs reported under both wet and dry conditions.
9 The tests on lightly loaded vehicles were designed to subject the wheels to lockup. If BF/WL > COF (road or PBBT test surface), then the braking force will prevent rolling of the wheel (i.e. the wheel locks up) and skidding will occur.
In Tests 5-9, the three replicate tests were conducted consecutively on each test station, i.e. after the first or second replicate test was completed, the vehicle was backed off the PBBT and subsequently repositioned for further replicate testing10.
As an added, but previously unplanned part of the evaluation, calibrations of the PBBTs, both for BF and WL measurements, were carried out for some of the PBBTs as time allowed. Calibration procedures, when available, were also reviewed. These reviews were performed for the benefit of the PBBT participants and the results are not included in this report.
The VRTC in-ground RD was used to set up target brake forces on the two test vehicles. The target brake forces were selected in accordance with the tentative criteria for identification of weak brakes (Table 1). As shown in Figure 2, the target BF/WL ratio for one of the steer axle wheels was 0.25. The target BF/WL ratio for one of the non-steer axle wheels was 0.35. The overall vehicle BFTOT/GVW (equivalent deceleration) target was 0.4. BFs at each wheel were controlled by limiting the control line air pressure with regulators and proportioning valves11 while the driver imparted full pedal application.
Due to the nature of friction in a sliding contact, a minimum of ten percent variation in brake force is to be expected from one application to another for nominally identical conditions. This fact was used in establishing both the accuracy and the acceptable range of repeatability for PBBT BF measurements.
10 In the second part of testing, to prevent rearward movement of the vehicle, the third replicate test on the RDs was to be performed with the front wheels chocked while testing the vehicle’s rear wheels. However, due to the slippery epoxy-painted concrete floor and to the steep angle of the chock block, rearward movement of the vehicle at test termination could not be completely prevented on the RDs.
11 On the 3-S2, regulators were fitted to the tractor wheel air chambers as well as upstream of the trailer distribution valve. On the two-axle vehicle, a single regulator was used to limit the overall pressure, and proportioning valves on each axle controlled the side-to-side BF imbalance.
For the fully laden cases, the vehicles were loaded with concrete blocks near the legal road limit12. The axle load measurements, shown in Table B3 (Appendix B), were used as reference loads to evaluate the applicability of the PBBTs axle load measurements, i.e. to evaluate whether or not the PBBT-reported WLs are representative of the vehicle’s WLs when on the ground. Axle and/or wheel loads were measured using certified in-ground platform scales at the Transportation Research Center (TRC) as well as individual certified portable scales provided by the Ohio State Highway Patrol.

Figure 2. Target brake-force-to-wheel-load ratios for each wheel and for the overall test vehicles for Tests 1-4.
The actual weight of a vehicle is not expected to vary to the same extent as the brake forces in repeated measurements. However, load distribution on the individual wheels can vary as a result of friction in the suspension components when a vehicle is stopped in position on a platform scale. Variations on the order of 50 to 150 lbs. in the wheel/axle
12 For the 3-S2, the steer axle was near 12,000 pounds and the drive and trailer axles were near 17,000 pounds each. For the two-axle truck, the steer axle was near 11,500 pounds and the drive axle was 21,000 pounds, resulting in the vehicle’s weight slightly exceeding the GVWR. Federal limits on axle weights are codified under Title 23 CFR Part 658.17.
weight measurements of multi-unit or tandem-axle vehicles were observed using certified in-ground scales, resulting in a variation up to 5% for each wheel of a 6,000-lb axle.
The use of portable scales resulted in smaller variations in WL measurements because all wheel loads were measured simultaneously. When available, portable scale weight measurements were used rather than in-ground platform scale weight measurements.
This section investigates the ability of PBBTs to identify weak brakes and underbraked vehicles. All BF and WL data from each test can be found in Appendix C.
The key requirement for use of PBBTs in enforcement is accuracy. Acceptable accuracy of the PBBT results can be documented through a calibration check of the PBBT transducer outputs, compared with known standards. The functional specifications list the required accuracy (± 2.5 percent). This method uses direct calibration standards, such as dead weights applied through lever arms of know geometry (for BF calibration) or concrete blocks of known weight (for WL calibration). For accuracy checks using forces and loads applied by the vehicle (i.e. indirect standards), additional factors must be considered. Table 5 lists the acceptable accuracy range when direct and indirect standards are used. When indirect standards are used, a measurement uncertainty or real-life variation is added to the direct standard uncertainty. For example, for the brake force measured using known lever arms and weights (direct standard), the acceptable accuracy range is ± 2.5 percent. But when a vehicle is used to apply the loads (indirect standard), the geometry of the contact between the wheel and the test surface must be considered. Therefore, the acceptable accuracy ranges using indirect standards are larger than those using direct standards.
Table 5. Acceptable ranges of accuracy for PBBTs. Acceptable range of applicability and repeatability are also indicated in bold characters.
| Measurement | Direct Standards (%) | Measurement Uncertainty* or Expected Real Life Variations, (%) | Indirect Standards (%) |
|---|---|---|---|
| Brake Force (from Torque Wheel) | ±2.5
|
FPs:
± 1.8 BTT: ± 3.1 RDs: ± 4.6 |
FPs:
± 4.3 BTT: ± 5.6 RDs: ± 6.9 |
| Brake Force (from Road Stop) | ±2.5
|
±
5.0 |
±
7.5** |
| Wheel Load or GVW | ±2.5
|
±
0.5 |
±
3.0** |
| BF/WL or BFtot/GVW | ±5.0
|
±
5.0 |
±
10.0** |
* Differences in torque wheel measurements are due to a “geometry factor” which incorporates the different tire/test surface contact conditions (See Appendix B, page 6).
** Acceptable ranges of applicability are shown in bold.
To use PBBTs to predict braking capabilities of a vehicle on the road, the applicability of PBBT-reported values must be considered in addition to accuracy. Acceptable ranges of applicability are assumed equal to those of accuracy when indirect standards are used (Table 5). However, in some cases, the significance of the deviations between the PBBT-reported value and that of a reference value was assessed using engineering judgement of their safety criticality. Additionally, it is expected that deviations between the predicted decelEQ and the on-road deceleration can be accounted for through physical or procedural modifications to the PBBT test and/or through development of appropriate scaling factors.
On the 3-S2 vehicle, brake torque data were collected during Tests 1 and 3 by a torque wheel installed on wheel number 5. The BFs achieved during the test were calculated by dividing the measured torque by the tire radius.
Over the duration of a PBBT test, the BF at a wheel varies with time. The BF value reported by the PBBT depends not only on the proper calibration and accuracy of the PBBT force sensor, but also on the processing of the data collected by the sensor as a function of time. Since the details of data processing used by each PBBT vendor were not known to the report authors, three distinct methods were used to calculate reference BFs from the torque wheel data. The best match of the three methods was used in the accuracy analysis. In summary, Method 1 reported the maximum BF measured at any time during the test. Method 2 computed and reported the average of the data falling within a given percentage of the maximum. Method 3 reported the BF at the time of test termination. Details are included in Appendix B.
The results for each replicate test of the laden and unladen conditions are tabulated in Appendix B (Table B2). Also, the brake forces measured by the torque wheel are plotted as a function of time in parallel with BFs (where available) measured by PBBTs (Appendix D). These plots are referred to as “time history” plots.
Figure 3 illustrates the percent deviation of PBBT reported BF from the BF computed with the torque wheel data (using the best match from the three methods) for the laden and unladen conditions, respectively. These data are the average from three repeat tests on a single wheel. The proposed FMCSA functional specifications for PBBTs call for
±2.5 percent accuracy of BFs for the PBBTs. The total accuracy range incorporates the torque wheel transducer accuracy, the tire radius measurement accuracy, and the error induced on the radius measurement by the varying contact geometries (dependent on the PBBT type), as detailed in Appendix B. The total acceptable range varies from ± 4.3 to ± 6.9 percent.
As can be seen in Figure 3, all PBBTs except the flat plates had less than a 3 percent deviation from the torque wheel results, and therefore their accuracy was considered acceptable without further consideration.
Figure 3. Average deviation of PBBT-reported BF from BF computed from the torque wheel data from wheel 5 of the 3-S2 in the laden and unladen conditions. The algorithm to compute BF from the torque wheel data which gave best fit was used to plot these data. The solid horizontal lines indicate the acceptable ranges for accuracy as listed in Table 5 for indirect standards.
For the FPs, low BFs were reported in the laden condition and high BFs were reported in the unladen condition. It should be noted that low reported brake forces do not necessarily lead to a safety concern. The deviations in the FP data must result from the effects of dynamic loading, data manipulation and/or algorithm for reporting BFs. Since the algorithm used by Hunter was unknown, but their FP demonstrated good prediction of decelEQ (Section 3.1.3), the significance of the 10 percent deviation from the reference BF values is not considered to be a safety issue or of critical significance. No time history data was available from the HEKA FP unit. As such, since deviations up to 30% were observed, this unit would not be considered acceptable for use in enforcement and further evaluation is warranted after appropriate modifications are made by the vendor.
The shape of the time history plots reported by the PBBT vendors appeared to match the data obtained from the torque wheel (Appendix D). The slight variations between the PBBT-reported brake forces and those calculated from the torque wheel data must result from differing algorithms. As such, it is recommended that for each type of PBBT, a common procedure be developed, adopted and documented. The algorithm for reporting the BF should include filtering to avoid any problems resulting from anomalous spikes. In doing so, assuming the unit is correctly calibrated, the reported BF should be PBBT-vendor independent.
In this section, we examine the applicability of the PBBT-reported BFs through comparison with the total BF produced by the vehicle during a 32.2 km/hr (20 mph) on-road stop. For the weakly braked vehicles, it was assumed that no wheels were skidding13 during the stops and thus that the maximum available brake forces were transmitted to the ground during the stop. As such, the total brake forces were computed using the equation:
F= Ma, where F is the overall vehicle brake force, M is the vehicle mass (in this case, GVW was used), and a is the average deceleration over the course of the stop. The GVW was measured with certified scales prior to the test and the average deceleration was computed using a linear regression of the slope of the velocity versus time data from the 5th wheel data. (See Appendix B for details.) These values were considered the reference for applicability. The BFTOT for the PBBT was simply the sum of the individual BFs measured on an axle-by-axle basis.
Figure 4 shows the PBBT-reported BFTOT for each of the replicate tests for the weakly braked vehicles. The total vehicle BF deduced from the 32.2 km/hr (20 mph) stops is shown, along with the acceptable range of applicability (Table 5).
There may have been some skidding of the most strongly braked wheel (number 5 on the 3-S2 and number 2 on the 2-axle), but this could not be confirmed. Individual wheel speed data were not available from the tests.

Figure 4. BFTOT for weakly braked vehicles (Tests 1 -4). Data for replicate 1, replicate 2 and replicate 3 are plotted. The upper and lower dashed lines in the plots show the acceptable range of applicability (± 7.5 %, as listed in Table 5). The middle line represents the reference BF computed from the reference GVW (measured with certified scales) and the average deceleration from 32.2 km/hr (20 mph) on-road stops. If PBBT transducers have acceptable accuracy, PBBT or procedural modifications will be required to account for deviations beyond the acceptable range of applicability.
17
The breakaway torque brake tester (BTT) had acceptable applicability in reporting BFTOT for weakly braked vehicles for all tests except Test 4, the empty 2-axle, in which two of the three measurements were higher than those computed from on-road stop. As shown in Appendix Table C4, the measured BFs for the strongly braked wheels (numbers 2 and 3) were high. These wheels may have been locked during the road stop, thus limiting the ratio of BF to WL to the road COF. In contrast, the BTT does not have a COF limit since the wheel can not slip in the grips. Torque wheel or wheel speed data were not available to confirm whether or not wheel lock-up occurred. A procedural modification, in which the maximum BF/WL ratio for strong brakes is limited to an assumed maximum road COF value, may have to be invoked in some cases for use in enforcement, so that the BTT does not report BFs higher than those which can be achieved on the road.
The flat plate brake testers (FPs) were split in their applicability in reporting BFTOT for weakly braked vehicles. The applicability of the Hunter FP was acceptable in all cases. The HEKA exhibited erratic behavior, with only one repeat from each test near the acceptable range. The other repeats showed wide scatter, mostly due to low reported BFTOT. Since the deviations were not systematic, it was not possible to isolate the cause, nor make recommendations for correction. It was most likely due to the handling of the dynamic data and the algorithms used to compute BFs.
Four of the five roller dynamometers (RDs) showed either acceptable applicability for reporting BFTOT, or slightly higher values than those measured during road stops. This was clearly seen in Test 3 (unladen 3-S2). Since none of the roller surfaces had a COF higher than that expected for the road, the discrepancy was likely due to either geometric effects from the tire/roller contact patch, or to low speed of the rollers (<2 km/hr or <1.2 mph, for portable RDs) compared to 32.2 km/hr (20 mph) for the vehicle stops. The brake force generated can be higher at low speeds. The development of a scaling factor to account for the speed or geometry dependence may be required for use in enforcement. In contrast, the VIS RD showed somewhat lower BFTOT than the other RDs. Since the individual torque wheel calibration check did not indicate this systematic difference (Fig. 3), it is suspected that a possible early test termination caused by the stronger brake, or a lower, and thus limiting, roller COF may have been the cause. Meeting the functional performance specifications and use of common test termination and data reduction procedures should adequately address these issues in the future.
As shown in Figure 5, acceptable accuracy of the wheel load measurements was observed for all PBBTs for which data were available. Data are included in Appendices B and C. The calibration was performed for the HEKA FP, but the data were not provided for publication. However, it is recollected that the weight calibration was acceptable. Weight calibration of the BTT was not performed due to minor damage to the hydraulic system as the PBBT was moved to get access to the concrete blocks. Similarly, the concrete blocks could not be transported to the off-site RAI in-ground RD, so an electronic shunt-calibration was performed instead, and results were accurate within 2.5%. Acceptable calibrations and documentation of the ability to meet the functional specifications for weighing accuracy will be required as part of compliance testing for use of all PBBTs for enforcement.
Figure 5. Maximum deviation of PBBT reported WL from series of applied loads using concrete blocks of known weight. The dashed lines show the acceptable range of accuracy as listed in the PBBT functional specifications and in Table 5.
The applicability of the PBBT-reported GVW measurements was assessed by comparing the GVW obtained using certified portable scales (in which the entire vehicle weight was measured at once) to the sum of the wheel (or axle) weights reported by the PBBTs. Results are shown in Figure 6 and revealed that, prior to the use of PBBTs for enforcement, procedural or physical modifications will be required, because only the Hunter FP and the