Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
149Â Â Curve Study Exhibits A P P E N D I X A Treatment Matrices Table A-1. Odd-Day Curve Treatment Matrix. Lap 1 Curve # Spacing (ft) Glare Direction Scenario Number Retro Level 1 40 Right A Low 2 40 Right A Low 3 NA Right A None 1 40 Right A Low 4 20 Right A Low 5 40 Yes Veh#1 Right A Medium 6 40 Right A Medium Lap 2 Curve # Spacing (ft) Glare Direction Scenario Number Retro Level 6 40 Left A Low 5 40 Yes Veh#2 Left A Obscured 4 20 Left A Medium 1 40 Left A Medium 3 NA Left A None 2 40 Left A Medium 1 40 Left A Medium Lap 3 Curve # Spacing (ft) Glare Direction Scenario Number Retro Level 1 40 Right B Medium 2 NA Right B None 3 40 Right B High 1 40 Right B Medium 4 20 Right B Medium 5 40 Yes Veh#1 Right B Medium 6 40 Right A Medium Lap 4 Curve # Spacing (ft) Glare Direction Scenario Number Retro Level 6 40 Left A Low 5 40 Yes Veh#2 Left B Obscured 4 20 Left B Low 1 40 Left B Low 3 40 Left B High 2 NA Left B None 1 40 Left B Low
150 Performance Criteria for Retroreflective Pavement Markers Table A-2. Even-Day Curve Treatment Matrix. Lap 1 Curve # Spacing (ft) Glare Direction Scenario Number Retro Level 1 40 Right B Medium 2 40 Right A Medium 3 NA Right A None 1 40 Right B Medium 4 20 Right B Medium 5 40 Yes Veh#1 Right C None 6 40 Right B Low Lap 2 Curve # Spacing (ft) Glare Direction Scenario Number Retro Level 6 40 Left B Medium 5 40 Yes Veh#2 Left C Medium 4 20 Left B Low 1 40 Left B Low 3 NA Left A None 2 40 Left A Low 1 40 Left B Low Lap 3 Curve # Spacing (ft) Glare Direction Scenario Number Retro Level 1 40 Right A Low 2 NA Right B None 3 40 Right B High 1 40 Right A Low 4 20 Right A Low 5 40 Yes Veh#1 Right D Obscured 6 40 Right B Low Lap 4 Curve # Spacing (ft) Glare Direction Scenario Number Retro Level 6 40 Left B Medium 5 40 Yes Veh#2 Left D Medium 4 20 Left A Medium 1 40 Left A Medium 3 40 Left B High 2 NA Left B None 1 40 Left A Medium
Curve Study Exhibits 151Â Â Treatment Images Figure A-1. Curve 1, Laps 1 and 3, Medium-Retro RPMs. Figure A-2. Curve 1, Laps 1 and 3, Low-Retro RPMs.
152 Performance Criteria for Retroreflective Pavement Markers Figure A-3. Curve 1, Laps 2 and 4, Medium-Retro RPMs. Figure A-4. Curve 1, Laps 2 and 4, Low-Retro RPMs.
Curve Study Exhibits 153Â Â Figure A-5. Curve 2, Laps 1 and 3, Medium-Retro RPMs. Figure A-6. Curve 2, Laps 1 and 3, Low-Retro RPMs.
154 Performance Criteria for Retroreflective Pavement Markers Figure A-7. Curve 2, Laps 2 and 4, Medium-Retro RPMs. Figure A-8. Curve 2, Laps 2 and 4, Low-Retro RPMs.
Curve Study Exhibits 155Â Â Figure A-9. Curve 3, Laps 1 and 3, High-Retro RPMs. Figure A-10. Curve 3, Laps 2 and 4, High-Retro RPMs.
156 Performance Criteria for Retroreflective Pavement Markers Figure A-11. Curve 4, Laps 1 and 3, Medium-Retro RPMs. Figure A-12. Curve 4, Laps 1 and 3, Low-Retro RPMs.
Curve Study Exhibits 157Â Â Figure A-13. Curve 4, Laps 2 and 4, Medium-Retro RPMs. Figure A-14. Curve 4, Laps 2 and 4, Low-Retro RPMs.
158 Performance Criteria for Retroreflective Pavement Markers Figure A-15. Curve 5, Laps 1 and 3, Medium-Retro RPMs. Figure A-16. Curve 5, Laps 1 and 3, Obscured RPMs.
Curve Study Exhibits 159Â Â Figure A-17. Curve 5, Laps 2 and 4, Medium-Retro RPMs. Figure A-18. Curve 5, Laps 2 and 4, Obscured RPMs.
160 Performance Criteria for Retroreflective Pavement Markers Figure A-19. Curve 6, Laps 1 and 3, Medium-Retro RPMs. Figure A-20. Curve 6, Laps 1 and 3, Low-Retro RPMs.
Curve Study Exhibits 161Â Â Figure A-21. Curve 6, Laps 2 and 4, Medium-Retro RPMs. Figure A-22. Curve 6, Laps 2 and 4, Low-Retro RPMs.
162 Performance Criteria for Retroreective Pavement Markers Speed Profiles Figure A-23. Curve 1 Speed Profile. Figure A-24. Curve 2 Speed Profile. Distance To PC (ft) Distance To PC (ft)
Curve Study Exhibits 163Â Â Figure A-25. Curve 4 Speed Profile. Figure A-26. Curve 5 Speed Profile. Distance To PC (ft) Distance To PC (ft)
164 Performance Criteria for Retroreective Pavement Markers Figure A-27. Curve 6 Speed Profile. Distance To PC (ft) Distance To PC (ft)