Manual on Uniform Traffic Control Devices (MUTCD) arrows logo

Specific Service Signs:
Full Service Food Logo Panel MUTCD Experiment

TABLE OF FIGURES

Figure 1. Full Service Food logo panels sharing space with a Camping motherboard (Exit 143 of I-95) and on its own motherboard where there is no camping motherboard (Exit 92 of I-95).

Figure 2. Map showing all of the test and control sites (red rectangles). Scale is ~1 inch = 40 miles.

Figure 3. Number of crashes under various weather conditions for control and test sites.

Figure 4. Number of crashes for major factor categories for control and test sites.

Figure 5. Number of crashes by severity category for control and test sites.

Figure 6. Number of vehicles involved in crashes by driver age category for control and test sites.

Figure 7. Number of vehicles involved in crashes by driver gender for control and test sites.

Figure 8. Number of vehicles involved in crashes by driver action for control and test sites.

Figure 9. Map showing all of the test and control sites (red rectangles). Scale is ~1 inch = 40 miles.

Figure 10. Raw number of crashes for all control and test sites before and after the logo signs were installed.

Figure 11. Crashes per MVMT for all control and test sites before and after the logo signs were installed.

Figure 12. Crashes per MVMT occurring in clear weather and coded as due to inattention/error for all control and test sites before and after the logo signs were installed.

Figure 13. Map of I-64, exits 124 (test) and 121 (control). Scale is ~1 inch = 1 mile.

Figure 14. Crashes per MVMT for I-64, exits 124 (test) and 121 (control) before and after the logo signs were installed.

Figure 15. Crashes per MVMT occurring in clear weather and coded as due to inattention/error for I-64, exits 124 (test) and 121 (control) before and after the logo signs were installed.

Figure 16. Map of I-81, exits 118 (test) and 114 (control). Scale is ~1 inch = 1.5 mile.

Figure 17. Crashes per MVMT for I-81, exits 118 (test) and 114 (control) before and after the logo signs were installed.

Figure 18. Crashes per MVMT occurring in clear weather and coded as due to inattention/error for I-81, exits 118 (test) and 114 (control) before and after the logo signs were installed.

Figure 19. Map of I-81, exits 150 (test) and 146 (control). Scale is ~1 inch =1.5 mile.

Figure 20. Crashes per MVMT for I-81, exits 150 (test) and 146 (control) before and after the logo signs were installed.

Figure 21. Crashes per MVMT occurring in clear weather and coded as due to inattention/error for I-81, exits 150 (test) and 146 (control) before and after the logo signs were installed.

Figure 22. Map of I-81, exits 264 (test) and 269 (control). Scale is ~1 inch = 2 mile.

Figure 23. Crashes per MVMT for I-81, exits 264 (test) and 269 (control) before and after the logo signs were installed.

Figure 24. Crashes per MVMT occurring in clear weather and coded as due to inattention/error for I-81, exits 264 (test) and 269 (control) before and after the logo signs were installed.

Figure 25. Map of I-95, exits 92 (test) and 89 (control). Scale is ~1 inch =1 mile.

Figure 26. Crashes per MVMT for I-95, exits 92 (test) and 89 (control) before and after the logo signs were installed.

Figure 27. Crashes per MVMT occurring in clear weather and coded as due to inattention/error for I-95, exits 92 (test) and 89 (control) before and after the logo signs were installed.

Figure 28. Map of I-95, exits 126 (test) and 130 (control). Scale is ~1 inch = 1 mile. Only southbound crashes were considered.

Figure 29. Crashes per MVMT for I-95, exits 126 (test) and 130 (control) before and after the logo signs were installed. Only southbound crashes were considered.

Figure 30. Crashes per MVMT occurring in clear weather and coded as due to inattention/error for I-95, exits 126 (test) and 130 (control) before and after the logo signs were installed. Only southbound crashes were considered.

Figure 31. Map of I-95, exits 143 (test) and 140 (control). Scale is ~1 inch = 1 mile.

Figure 32. Crashes per MVMT for I-95, exits 143 (test) and 140 (control) before and after the logo signs were installed.

Figure 33. Crashes per MVMT occurring in clear weather and coded as due to inattention/error for I-95, exits 143 (test) and 140 (control) before and after sign installation.

Figure 34. Crashes per MVMT occurring in daylight, in clear weather, and coded as due to inattention/error for I-95, exits 143 (test) and 140 (control) before and after sign installation.

Next | Previous

Home | Table of Contents | List of Tables | List of Figures