Evaluation of The TAPCO Sequential Dynamic Curve Warning System
PUBLICATION NO. FHWA-HIF-13-040
June 2013
Notice
This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document.
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Quality Assurance Statement
The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement.
1. Report No. |
2. Government Accession No. |
3. Recipient’s Catalog No. |
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4. Title and Subtitle |
5. Report Date |
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6. Performing Organization Code |
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7. Author(s) Omar Smadi, Neal Hawkins, Shauna Hallmark, Skylar Knickerbocker |
8. Performing Organization Report No. |
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Center for Transportation Research and Education |
10. Work Unit No. |
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11. Contract or Grant No. |
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12. Sponsoring Agency Name and Address |
13. Type of Report and Period Covered |
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14. Sponsoring Agency Code |
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15. Supplementary Notes |
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16. Abstract |
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17. Key Words |
18. Distribution Statement |
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9. Security Classif. (of this report) |
20. Security Classif. (of this page) |
21. No. of Pages |
22. Price |
APPROXIMATE CONVERSIONS TO SI UNITS | APPROXIMATE CONVERSIONS FROM SI UNITS | ||||||||
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Symbol | When You Know | Multiply By | To Find | Symbol | Symbol | When You Know | Multiply By | To Find | Symbol |
LENGTH | LENGTH | ||||||||
in | inches | 25.4 | millimeters | mm | mm | millimeters | 0.039 | inches | in |
ft | feet | 0.305 | meters | m | m | meters | 3.28 | feet | ft |
yd | yards | 0.914 | meters | m | m | meters | 1.09 | yards | yd |
mi | miles | 1.61 | kilometers | km | km | kilometers | 0.621 | miles | mi |
AREA | AREA | ||||||||
in2 | square inches | 645.2 | square millimeters | mm2 | mm2 | square millimeters | 0.0016 | square inches | in2 |
ft2 | square feet | 0.093 | square meters | m2 | m2 | square meters | 10.764 | square feet | ft2 |
yd2 | square yards | 0.836 | square meters | m2 | m2 | square meters | 1.195 | square yards | yd2 |
ac | acres | 0.405 | hectares | ha | ha | hectares | 2.47 | acres | ac2 |
mi2 | square miles | 2.59 | square kilometers | km2 | km2 | square kilometers | 0.386 | square miles | mi2 |
VOLUME | VOLUME | ||||||||
fl oz | fluid ounces | 29.57 | milliliters | ml | mL | milliliters | 0.034 | fluid ounces | fl oz |
gal | gallons | 3.785 | liters | L | L | liters | 0.264 | gallons | gal |
ft3 | cubic feet | 0.028 | cubic meters | m3 | m3 | cubic meters | 35.314 | cubic feet | ft3 |
yd3 | cubic yards | 0.765 | cubic meters | m3 | m3 | cubic meters | 1.307 | cubic yard | yd3 |
NOTE: Volumes greater than 1000 l shall be shown in m3 | |||||||||
MASS | MASS | ||||||||
oz | ounces | 28.35 | grams | g | g | grams | 0.035 | ounces | oz |
lb | pounds | 0.454 | kilograms | kg | kg | kilograms | 2.202 | pounds | lb |
T | short tons (2000 lb) |
0.907 | megagrams | Mg | Mg (or "t") | megagrams (or "metric ton") |
1.103 | short tons (2000 lb) | T |
TEMPERATURE (exact degrees) | TEMPERATURE (exact degrees) | ||||||||
°F | Fahrenheit | 5(F–32)/9 or (F–32)/1.8 | Celcius | °C | °C | Celsius | 1.8C +32 | Fahrenheit | °F |
ILLUMINATION | ILLUMINATION | ||||||||
fc | foot–candles | 10.76 | lux | lx | lx | lux | 0.0929 | foot–candles | fc |
fl | foot–Lamberts | 3.426 | candela/m2 | cd/m2 | cd/m2 | candela/m2 | 0.2919 | foot–Lamberts | fl |
FORCE and PRESSURE or STRESS | FORCE and PRESSURE or STRESS | ||||||||
lbf | pounds | 4.45 | newtons | N | N | newtons | 0.225 | poundforce | lbf |
lbf/in2 | pound per square inch | 6.89 | kilopascals | kPa | kPa | kilopascals | 0.145 | poundforce per square inch | lbf/in2 |
*SI is the symbol for the International System of Units. Appropriate rounding should be made to comply with Section 4 of ASTM E380. (Revised March 2003)
Table of Contents
- Relationship between Curve Crash Rate and Geometry
- Relationship between Curve Crash Rate and Speed of Curve Negotiation
- Effectiveness of DSFS Systems
- Tracking Vehicles for Data Reduction
Selection of Test Sites for SDCWS
Methodology for Speed Data Collection
Appendix B. Site Data Tables and Figures
- Iowa Highway 144
- Missouri Highway 221
- Washington SR 7
- Washington SR 9
- Washington SR 203
- Wisconsin Highway 20
- Wisconsin Highway 67
- Wisconsin Highway 213
- Texas FM 109
- Texas FM 407
- Texas FM 530
- Texas FM 1148
List of Figures
Figure 1 | Photo: Northbound Interstate 5 DSFS systems in Oregon(22) |
Figure 2 | Photo. Southbound Interstate 5 DSFS systems in Oregon(22) |
Figure 3 | Photo. DSFS system in Norfolk. (23) |
Figure 4 | Photo. DSFS system in Bellevue, Washington (24) |
Figure 5 | Photo. Speed warning sign in the Sacramento River Canyon (26) |
Figure 6 | Photo. Comparison of curve warning sign (left) and speed feedback sign (right)(30) |
Figure 7 | Equation. True effect |
Figure 9 | Photo. Southbound Interstate 5 DSFS systems in Oregon. |
Figure 8. | Photo. Candidate curve site in Washington State |
Figure 10. | Chart. Example site visit speed data collection form |
Figure 11. | Photo. Example field report from initial visit |
Figure 12 | Map. Final test site locations |
Figure 13 | Photos. Installation of the SDCWS |
Figure 14 | Photo. SDCWS activation sequence |
Figure 15 | Diagram. Typical traffic counter placement |
Figure 16 | Photo. Iowa Highway 144 before data collection |
Figure 17 | Photo. Iowa Highway 144 1 month after data collection. |
Figure 18 | Photo. Iowa Highway 144 site layout |
Figure 19 | Chart. Iowa Highway 144 site information |
Figure 20 | Photo. Missouri Highway 221 before data collection |
Figure 21 | Photo. Missouri Highway 221 1 month after data collection |
Figure 22 | Photo. Missouri Highway 221 site layout |
Figure 23 | Chart. Missouri Highway 221 site information |
Figure 24 | Map. Washington State Route 9 before data collection |
Figure 25 | Map. Washington State Route 9 1 month after data collection. |
Figure 26 | Chart. Washington State Route 9 site information |
Figure 27 | Map. Washington State Route 203 before data collection |
Figure 28 | Map. Washington State Route 203 1 month after data collection |
Figure 29 | Chart. Washington State Route 203 site information. |
Figure 30 | Map. Washington State Route 7 before data collection. |
Figure 31 | Photo. Washington State Route 7 1 month after data collection |
Figure 32 | Chart. Washington State Route 7 site information. |
Figure 33 | Map. Wisconsin Highway 213 before data collection |
Figure 34 | Map. Wisconsin Highway 213 1 month after data collection. |
Figure 35 | Map. Wisconsin Highway 213 site layout. |
Figure 36 | Chart. Wisconsin Highway 213 site information. |
Figure 37 | Map. Wisconsin Highway 20 before data collection |
Figure 38 | Map. Wisconsin Highway 20 1 month after data collection. |
Figure 39 | Map. Wisconsin Highway 20 site layout |
Figure 40 | Chart. Wisconsin Highway 20 site information |
Figure 41 | Map. Wisconsin Highway 67 before data collection |
Figure 42 | Map. Wisconsin Highway 67 1 month after data collection |
Figure 43 | Map. Wisconsin Highway 67 site layout. |
Figure 44 | Chart. Wisconsin Highway 67 site information |
Figure 45 | Graph. Impact on vehicle speed - Iowa Hwy 144 |
Figure 46 | Map and graphs. Location and change in percentile vehicle speed - Iowa Hwy 144 |
Figure 47 | Graph. Impact on vehicle speed - Missouri Hwy 221 |
Figure 48 | Map and graphs. Location and change in percentile vehicle speed - Missouri Hwy 221 |
Figure 49 | Graph. Impact on vehicle speed - Washington SR 7 |
Figure 50 | Map and graphs. Location and change in percentile vehicle speed - Washington SR |
Figure 51 | Graph. Impact on vehicle speed - Washington SR 9 |
Figure 52 | Map and graphs. Location and change in percentile vehicle speed - Washington SR |
Figure 53 | Graph. Impact on vehicle speed - Washington SR 203 |
Figure 54 | Map and graphs. Location and change in percentile vehicle speed - Washington SR 203 |
Figure 55 | Graph. Impact on vehicle speed - Wisconsin Hwy 20 |
Figure 56 | Map and graphs. Location and change in percentile vehicle speed - Wisconsin Hwy 20 |
Figure 57 | Graph. Impact on vehicle speed - Wisconsin Hwy 67 |
Figure 58 | Map and graphs. Location and change in percentile vehicle speed - Wisconsin Hwy 67 |
Figure 59 | Graph. Impact on vehicle speed - Wisconsin Hwy 213 |
Figure 60 | Map and graphs. Location and change in percentile vehicle speed - Wisconsin Hwy 213. |
Figure 61 | Graph. Impact on vehicle speed - Texas FM 109 |
Figure 62 | Map and graphs. Location and change in percentile vehicle speed - Texas FM 109. |
Figure 63 | Graph. Impact on vehicle speed - Texas FM 407 |
Figure 64 | Map and graphs. Location and change in percentile vehicle speed - Texas FM 407. |
Figure 65 | Graph. Impact on vehicle speed - Texas FM 530 |
Figure 66 | Map and graphs. Location and change in percentile vehicle speed - Texas FM 530 |
Figure 67 | Graph. Impact on vehicle speed - Texas FM 1148. |
Figure 68 | Map and graphs. Location and change in percentile vehicle speed - Texas FM 1148 |
List of Tables
Table 1 | Advisory message for Interstate 5 dynamic speed-activated feedback sign system |
Table 2 | Final test sites by State |
Table 3 | Curve characteristics |
Table 4 | Installation dates. |
Table 5 | Summary of results at point of curvature after 1 month. |
Table 6 | Summary of results at center of curve after 1 month |
Table 7 | Schedule of activities, all sites |
Table 8 | Results for Iowa - Hwy 144 at PC |
Table 9 | Results for Iowa - Hwy 144 at CC. |
Table 10 | Speed Reduction for Iowa - Hwy 144 |
Table 11 | Results for Missouri - Hwy 221 at PC |
Table 12 | Results for Missouri - Hwy 221 at CC. |
Table 13 | Speed reduction for Missouri - Hwy 221 |
Table 14 | Results for Washington - SR 7 at PC |
Table 15 | Results for Washington - SR 7 at CC |
Table 16 | Speed reduction for Washington - SR 7 |
Table 17 | Results for Washington - SR 9 at PC |
Table 18 | Results for Washington - SR 9 at CC. |
Table 19 | Speed reduction for Washington - SR 9 |
Table 20 | Results for Washington - SR 203 at PC |
Table 21 | Results for Washington - SR 203 at CC |
Table 22 | Speed reduction for Washington - SR 203 |
Table 23 | Results for Wisconsin - Hwy 20 at PC |
Table 24 | Results for Wisconsin - Hwy 20 at CC |
Table 25 | Speed reduction for Wisconsin - Hwy 20 |
Table 26 | Results for Wisconsin - Hwy 67 at PC |
Table 27 | Results for Wisconsin - Hwy 67 at CC |
Table 28 | Speed Reduction for Wisconsin - Hwy 67 |
Table 29 | Results for Wisconsin - Hwy 213 at PC |
Table 30 | Results for Wisconsin - Hwy 213 at CC. |
Table 31 | Speed reduction for Wisconsin - Hwy 213 |
Table 32 | Results for Texas - FM 109 at PC |
Table 33 | Results for Texas - FM 109 at CC |
Table 34 | Results for Texas - FM 407 at PC |
Table 35 | Results for Texas - FM 407 at CC. |
Table 36 | Results for Texas - FM 530 at PC |
Table 37 | Results for Texas - FM 530 at CC |
Table 38 | Results for Texas - FM 1148 at PC |
Table 39 | Results for Texas - FM 1148 at CC |
List of Abbreviations and Acronyms
AADT | Annual average daily traffic |
Caltrans | California Department of Transportation |
CC | Center of curve |
DOT | Department of Transportation |
DSFS | Dynamic speed feedback sign |
FARS | Fatality Analysis Reporting System |
GES | General Estimates System |
HSIS | Highway Safety Information System |
LIDAR | Light detection and ranging |
MUTCD | Manual on Uniform Traffic Control Devices |
PC | Point of curvature |
SD | Standard deviation |
SDCWS | Sequential Dynamic Curve Warning System |
TE | True effect |
VPD | Vehicles per day |