Safety Effects of Marked Versus Unmarked Crosswalks at Uncontrolled Locations Final Report and Recommended Guidelines
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Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 18:02 Tuesday, September 16, 2003 Two Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 50 |
2000 |
0.02 |
0.03 |
0.05 |
0.03 |
0.04 |
0.06 |
| 50 |
3000 |
0.02 |
0.03 |
0.05 |
0.03 |
0.05 |
0.07 |
| 50 |
4000 |
0.02 |
0.03 |
0.05 |
0.03 |
0.05 |
0.07 |
| 50 |
5000 |
0.02 |
0.03 |
0.05 |
0.04 |
0.05 |
0.08 |
| 50 |
6000 |
0.02 |
0.03 |
0.05 |
0.04 |
0.06 |
0.08 |
| 50 |
7000 |
0.02 |
0.03 |
0.05 |
0.04 |
0.06 |
0.09 |
| 50 |
8000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.07 |
0.09 |
| 50 |
9000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.07 |
0.10 |
| 50 |
10000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.07 |
0.11 |
| 50 |
11000 |
0.02 |
0.03 |
0.05 |
0.06 |
0.08 |
0.11 |
| 50 |
12000 |
0.02 |
0.03 |
0.04 |
0.06 |
0.08 |
0.12 |
| 50 |
13000 |
0.02 |
0.03 |
0.04 |
0.06 |
0.09 |
0.13 |
| 50 |
14000 |
0.02 |
0.03 |
0.04 |
0.07 |
0.10 |
0.14 |
| 50 |
15000 |
0.02 |
0.03 |
0.04 |
0.07 |
0.10 |
0.15 |
| 100 |
2000 |
0.02 |
0.03 |
0.06 |
0.03 |
0.04 |
0.07 |
| 100 |
3000 |
0.02 |
0.03 |
0.06 |
0.03 |
0.05 |
0.07 |
| 100 |
4000 |
0.02 |
0.03 |
0.05 |
0.04 |
0.05 |
0.07 |
| 100 |
5000 |
0.02 |
0.03 |
0.05 |
0.04 |
0.05 |
0.08 |
| 100 |
6000 |
0.02 |
0.03 |
0.05 |
0.04 |
0.06 |
0.08 |
| 100 |
7000 |
0.02 |
0.03 |
0.05 |
0.04 |
0.06 |
0.09 |
| 100 |
8000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.07 |
0.09 |
| 100 |
9000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.07 |
0.10 |
| 100 |
10000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.08 |
0.11 |
| 100 |
11000 |
0.02 |
0.03 |
0.05 |
0.06 |
0.08 |
0.11 |
| 100 |
12000 |
0.02 |
0.03 |
0.05 |
0.06 |
0.09 |
0.12 |
| 100 |
13000 |
0.02 |
0.03 |
0.05 |
0.06 |
0.09 |
0.13 |
| 100 |
14000 |
0.02 |
0.03 |
0.05 |
0.07 |
0.10 |
0.14 |
| 100 |
15000 |
0.02 |
0.03 |
0.05 |
0.07 |
0.10 |
0.15 |
| 150 |
2000 |
0.02 |
0.03 |
0.06 |
0.03 |
0.05 |
0.07 |
| 150 |
3000 |
0.02 |
0.03 |
0.06 |
0.03 |
0.05 |
0.07 |
| 150 |
4000 |
0.02 |
0.03 |
0.06 |
0.04 |
0.05 |
0.07 |
| 150 |
5000 |
0.02 |
0.03 |
0.06 |
0.04 |
0.06 |
0.08 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 18:02 Tuesday, September 16, 2003 Two Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 150 |
6000 |
0.02 |
0.03 |
0.05 |
0.04 |
0.06 |
0.08 |
| 150 |
7000 |
0.02 |
0.03 |
0.05 |
0.04 |
0.06 |
0.09 |
| 150 |
8000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.07 |
0.10 |
| 150 |
9000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.07 |
0.10 |
| 150 |
10000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.08 |
0.11 |
| 150 |
11000 |
0.02 |
0.03 |
0.05 |
0.06 |
0.08 |
0.12 |
| 150 |
12000 |
0.02 |
0.03 |
0.05 |
0.06 |
0.09 |
0.12 |
| 150 |
13000 |
0.02 |
0.03 |
0.05 |
0.07 |
0.09 |
0.13 |
| 150 |
14000 |
0.02 |
0.03 |
0.05 |
0.07 |
0.10 |
0.14 |
| 150 |
15000 |
0.02 |
0.03 |
0.05 |
0.07 |
0.11 |
0.15 |
| 200 |
2000 |
0.02 |
0.03 |
0.06 |
0.03 |
0.05 |
0.07 |
| 200 |
3000 |
0.02 |
0.03 |
0.06 |
0.03 |
0.05 |
0.07 |
| 200 |
4000 |
0.02 |
0.03 |
0.06 |
0.04 |
0.05 |
0.08 |
| 200 |
5000 |
0.02 |
0.03 |
0.06 |
0.04 |
0.06 |
0.08 |
| 200 |
6000 |
0.02 |
0.03 |
0.06 |
0.04 |
0.06 |
0.08 |
| 200 |
7000 |
0.02 |
0.03 |
0.06 |
0.04 |
0.06 |
0.09 |
| 200 |
8000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.07 |
0.10 |
| 200 |
9000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.07 |
0.10 |
| 200 |
10000 |
0.02 |
0.03 |
0.05 |
0.05 |
0.08 |
0.11 |
| 200 |
11000 |
0.02 |
0.03 |
0.05 |
0.06 |
0.08 |
0.12 |
| 200 |
12000 |
0.02 |
0.03 |
0.05 |
0.06 |
0.09 |
0.12 |
| 200 |
13000 |
0.02 |
0.03 |
0.05 |
0.07 |
0.09 |
0.13 |
| 200 |
14000 |
0.02 |
0.03 |
0.05 |
0.07 |
0.10 |
0.14 |
| 200 |
15000 |
0.02 |
0.03 |
0.05 |
0.08 |
0.11 |
0.15 |
| 250 |
2000 |
0.02 |
0.04 |
0.07 |
0.03 |
0.05 |
0.07 |
| 250 |
3000 |
0.02 |
0.04 |
0.06 |
0.03 |
0.05 |
0.07 |
| 250 |
4000 |
0.02 |
0.04 |
0.06 |
0.04 |
0.05 |
0.08 |
| 250 |
5000 |
0.02 |
0.04 |
0.06 |
0.04 |
0.06 |
0.08 |
| 250 |
6000 |
0.02 |
0.04 |
0.06 |
0.04 |
0.06 |
0.09 |
| 250 |
7000 |
0.02 |
0.04 |
0.06 |
0.05 |
0.06 |
0.09 |
| 250 |
8000 |
0.02 |
0.03 |
0.06 |
0.05 |
0.07 |
0.10 |
| 250 |
9000 |
0.02 |
0.03 |
0.06 |
0.05 |
0.07 |
0.10 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 18:02 Tuesday, September 16, 2003 Two Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 250 |
10000 |
0.02 |
0.03 |
0.06 |
0.06 |
0.08 |
0.11 |
| 250 |
11000 |
0.02 |
0.03 |
0.05 |
0.06 |
0.08 |
0.12 |
| 250 |
12000 |
0.02 |
0.03 |
0.05 |
0.06 |
0.09 |
0.13 |
| 250 |
13000 |
0.02 |
0.03 |
0.05 |
0.07 |
0.10 |
0.13 |
| 250 |
14000 |
0.02 |
0.03 |
0.05 |
0.07 |
0.10 |
0.14 |
| 250 |
15000 |
0.02 |
0.03 |
0.05 |
0.08 |
0.11 |
0.15 |
| 300 |
2000 |
0.02 |
0.04 |
0.07 |
0.03 |
0.05 |
0.07 |
| 300 |
3000 |
0.02 |
0.04 |
0.07 |
0.03 |
0.05 |
0.07 |
| 300 |
4000 |
0.02 |
0.04 |
0.06 |
0.04 |
0.05 |
0.08 |
| 300 |
5000 |
0.02 |
0.04 |
0.06 |
0.04 |
0.06 |
0.08 |
| 300 |
6000 |
0.02 |
0.04 |
0.06 |
0.04 |
0.06 |
0.09 |
| 300 |
7000 |
0.02 |
0.04 |
0.06 |
0.05 |
0.07 |
0.09 |
| 300 |
8000 |
0.02 |
0.04 |
0.06 |
0.05 |
0.07 |
0.10 |
| 300 |
9000 |
0.02 |
0.04 |
0.06 |
0.05 |
0.07 |
0.10 |
| 300 |
10000 |
0.02 |
0.04 |
0.06 |
0.06 |
0.08 |
0.11 |
| 300 |
11000 |
0.02 |
0.04 |
0.06 |
0.06 |
0.08 |
0.12 |
| 300 |
12000 |
0.02 |
0.04 |
0.06 |
0.06 |
0.09 |
0.13 |
| 300 |
13000 |
0.02 |
0.04 |
0.06 |
0.07 |
0.10 |
0.14 |
| 300 |
14000 |
0.02 |
0.04 |
0.06 |
0.07 |
0.10 |
0.15 |
| 300 |
15000 |
0.02 |
0.03 |
0.06 |
0.08 |
0.11 |
0.16 |
| 350 |
2000 |
0.02 |
0.04 |
0.07 |
0.03 |
0.05 |
0.07 |
| 350 |
3000 |
0.02 |
0.04 |
0.07 |
0.04 |
0.05 |
0.07 |
| 350 |
4000 |
0.02 |
0.04 |
0.07 |
0.04 |
0.05 |
0.08 |
| 350 |
5000 |
0.02 |
0.04 |
0.07 |
0.04 |
0.06 |
0.08 |
| 350 |
6000 |
0.02 |
0.04 |
0.06 |
0.04 |
0.06 |
0.09 |
| 350 |
7000 |
0.02 |
0.04 |
0.06 |
0.05 |
0.07 |
0.09 |
| 350 |
8000 |
0.02 |
0.04 |
0.06 |
0.05 |
0.07 |
0.10 |
| 350 |
9000 |
0.02 |
0.04 |
0.06 |
0.05 |
0.08 |
0.11 |
| 350 |
10000 |
0.02 |
0.04 |
0.06 |
0.06 |
0.08 |
0.11 |
| 350 |
11000 |
0.02 |
0.04 |
0.06 |
0.06 |
0.09 |
0.12 |
| 350 |
12000 |
0.02 |
0.04 |
0.06 |
0.07 |
0.09 |
0.13 |
| 350 |
13000 |
0.02 |
0.04 |
0.06 |
0.07 |
0.10 |
0.14 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 18:02 Tuesday, September 16, 2003 Two Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 350 |
14000 |
0.02 |
0.04 |
0.06 |
0.07 |
0.10 |
0.15 |
| 350 |
15000 |
0.02 |
0.04 |
0.06 |
0.08 |
0.11 |
0.16 |
| 400 |
2000 |
0.02 |
0.04 |
0.08 |
0.03 |
0.05 |
0.07 |
| 400 |
3000 |
0.02 |
0.04 |
0.07 |
0.04 |
0.05 |
0.07 |
| 400 |
4000 |
0.02 |
0.04 |
0.07 |
0.04 |
0.06 |
0.08 |
| 400 |
5000 |
0.02 |
0.04 |
0.07 |
0.04 |
0.06 |
0.08 |
| 400 |
6000 |
0.03 |
0.04 |
0.07 |
0.04 |
0.06 |
0.09 |
| 400 |
7000 |
0.03 |
0.04 |
0.07 |
0.05 |
0.07 |
0.09 |
| 400 |
8000 |
0.03 |
0.04 |
0.07 |
0.05 |
0.07 |
0.10 |
| 400 |
9000 |
0.03 |
0.04 |
0.06 |
0.05 |
0.08 |
0.11 |
| 400 |
10000 |
0.03 |
0.04 |
0.06 |
0.06 |
0.08 |
0.11 |
| 400 |
11000 |
0.03 |
0.04 |
0.06 |
0.06 |
0.09 |
0.12 |
| 400 |
12000 |
0.02 |
0.04 |
0.06 |
0.07 |
0.09 |
0.13 |
| 400 |
13000 |
0.02 |
0.04 |
0.06 |
0.07 |
0.10 |
0.14 |
| 400 |
14000 |
0.02 |
0.04 |
0.06 |
0.08 |
0.11 |
0.15 |
| 400 |
15000 |
0.02 |
0.04 |
0.06 |
0.08 |
0.11 |
0.16 |
| 450 |
2000 |
0.03 |
0.04 |
0.08 |
0.03 |
0.05 |
0.07 |
| 450 |
3000 |
0.03 |
0.04 |
0.08 |
0.04 |
0.05 |
0.08 |
| 450 |
4000 |
0.03 |
0.04 |
0.07 |
0.04 |
0.06 |
0.08 |
| 450 |
5000 |
0.03 |
0.04 |
0.07 |
0.04 |
0.06 |
0.08 |
| 450 |
6000 |
0.03 |
0.04 |
0.07 |
0.05 |
0.06 |
0.09 |
| 450 |
7000 |
0.03 |
0.04 |
0.07 |
0.05 |
0.07 |
0.10 |
| 450 |
8000 |
0.03 |
0.04 |
0.07 |
0.05 |
0.07 |
0.10 |
| 450 |
9000 |
0.03 |
0.04 |
0.07 |
0.06 |
0.08 |
0.11 |
| 450 |
10000 |
0.03 |
0.04 |
0.07 |
0.06 |
0.08 |
0.12 |
| 450 |
11000 |
0.03 |
0.04 |
0.07 |
0.06 |
0.09 |
0.12 |
| 450 |
12000 |
0.03 |
0.04 |
0.07 |
0.07 |
0.09 |
0.13 |
| 450 |
13000 |
0.03 |
0.04 |
0.07 |
0.07 |
0.10 |
0.14 |
| 450 |
14000 |
0.03 |
0.04 |
0.07 |
0.08 |
0.11 |
0.15 |
| 450 |
15000 |
0.03 |
0.04 |
0.07 |
0.08 |
0.11 |
0.16 |
| 500 |
2000 |
0.03 |
0.05 |
0.08 |
0.03 |
0.05 |
0.07 |
| 500 |
3000 |
0.03 |
0.05 |
0.08 |
0.04 |
0.05 |
0.08 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 18:02 Tuesday, September 16, 2003 Two Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 500 |
4000 |
0.03 |
0.05 |
0.08 |
0.04 |
0.06 |
0.08 |
| 500 |
5000 |
0.03 |
0.05 |
0.08 |
0.04 |
0.06 |
0.09 |
| 500 |
6000 |
0.03 |
0.05 |
0.08 |
0.05 |
0.06 |
0.09 |
| 500 |
7000 |
0.03 |
0.05 |
0.07 |
0.05 |
0.07 |
0.10 |
| 500 |
8000 |
0.03 |
0.05 |
0.07 |
0.05 |
0.07 |
0.10 |
| 500 |
9000 |
0.03 |
0.05 |
0.07 |
0.06 |
0.08 |
0.11 |
| 500 |
10000 |
0.03 |
0.04 |
0.07 |
0.06 |
0.08 |
0.12 |
| 500 |
11000 |
0.03 |
0.04 |
0.07 |
0.06 |
0.09 |
0.12 |
| 500 |
12000 |
0.03 |
0.04 |
0.07 |
0.07 |
0.10 |
0.13 |
| 500 |
13000 |
0.03 |
0.04 |
0.07 |
0.07 |
0.10 |
0.14 |
| 500 |
14000 |
0.03 |
0.04 |
0.07 |
0.08 |
0.11 |
0.15 |
| 500 |
15000 |
0.03 |
0.04 |
0.07 |
0.08 |
0.12 |
0.16 |
| 550 |
2000 |
0.03 |
0.05 |
0.09 |
0.03 |
0.05 |
0.07 |
| 550 |
3000 |
0.03 |
0.05 |
0.08 |
0.04 |
0.05 |
0.08 |
| 550 |
4000 |
0.03 |
0.05 |
0.08 |
0.04 |
0.06 |
0.08 |
| 550 |
5000 |
0.03 |
0.05 |
0.08 |
0.04 |
0.06 |
0.09 |
| 550 |
6000 |
0.03 |
0.05 |
0.08 |
0.05 |
0.07 |
0.09 |
| 550 |
7000 |
0.03 |
0.05 |
0.08 |
0.05 |
0.07 |
0.10 |
| 550 |
8000 |
0.03 |
0.05 |
0.08 |
0.05 |
0.07 |
0.10 |
| 550 |
9000 |
0.03 |
0.05 |
0.08 |
0.06 |
0.08 |
0.11 |
| 550 |
10000 |
0.03 |
0.05 |
0.07 |
0.06 |
0.08 |
0.12 |
| 550 |
11000 |
0.03 |
0.05 |
0.07 |
0.06 |
0.09 |
0.13 |
| 550 |
12000 |
0.03 |
0.05 |
0.07 |
0.07 |
0.10 |
0.13 |
| 550 |
13000 |
0.03 |
0.05 |
0.07 |
0.07 |
0.10 |
0.14 |
| 550 |
14000 |
0.03 |
0.05 |
0.07 |
0.08 |
0.11 |
0.15 |
| 550 |
15000 |
0.03 |
0.05 |
0.07 |
0.08 |
0.12 |
0.17 |
| 600 |
2000 |
0.03 |
0.05 |
0.09 |
0.04 |
0.05 |
0.07 |
| 600 |
3000 |
0.03 |
0.05 |
0.09 |
0.04 |
0.05 |
0.08 |
| 600 |
4000 |
0.03 |
0.05 |
0.09 |
0.04 |
0.06 |
0.08 |
| 600 |
5000 |
0.03 |
0.05 |
0.08 |
0.04 |
0.06 |
0.09 |
| 600 |
6000 |
0.03 |
0.05 |
0.08 |
0.05 |
0.07 |
0.09 |
| 600 |
7000 |
0.03 |
0.05 |
0.08 |
0.05 |
0.07 |
0.10 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 18:02 Tuesday, September 16, 2003 Two Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 600 |
8000 |
0.03 |
0.05 |
0.08 |
0.05 |
0.08 |
0.11 |
| 600 |
9000 |
0.03 |
0.05 |
0.08 |
0.06 |
0.08 |
0.11 |
| 600 |
10000 |
0.03 |
0.05 |
0.08 |
0.06 |
0.09 |
0.12 |
| 600 |
11000 |
0.03 |
0.05 |
0.08 |
0.07 |
0.09 |
0.13 |
| 600 |
12000 |
0.03 |
0.05 |
0.08 |
0.07 |
0.10 |
0.14 |
| 600 |
13000 |
0.03 |
0.05 |
0.08 |
0.07 |
0.10 |
0.15 |
| 600 |
14000 |
0.03 |
0.05 |
0.08 |
0.08 |
0.11 |
0.16 |
| 600 |
15000 |
0.03 |
0.05 |
0.08 |
0.08 |
0.12 |
0.17 |
| 650 |
2000 |
0.03 |
0.06 |
0.10 |
0.04 |
0.05 |
0.07 |
| 650 |
3000 |
0.03 |
0.05 |
0.09 |
0.04 |
0.06 |
0.08 |
| 650 |
4000 |
0.03 |
0.05 |
0.09 |
0.04 |
0.06 |
0.08 |
| 650 |
5000 |
0.03 |
0.05 |
0.09 |
0.04 |
0.06 |
0.09 |
| 650 |
6000 |
0.03 |
0.05 |
0.09 |
0.05 |
0.07 |
0.09 |
| 650 |
7000 |
0.03 |
0.05 |
0.09 |
0.05 |
0.07 |
0.10 |
| 650 |
8000 |
0.03 |
0.05 |
0.09 |
0.05 |
0.08 |
0.11 |
| 650 |
9000 |
0.03 |
0.05 |
0.08 |
0.06 |
0.08 |
0.11 |
| 650 |
10000 |
0.03 |
0.05 |
0.08 |
0.06 |
0.09 |
0.12 |
| 650 |
11000 |
0.03 |
0.05 |
0.08 |
0.07 |
0.09 |
0.13 |
| 650 |
12000 |
0.03 |
0.05 |
0.08 |
0.07 |
0.10 |
0.14 |
| 650 |
13000 |
0.03 |
0.05 |
0.08 |
0.08 |
0.11 |
0.15 |
| 650 |
14000 |
0.03 |
0.05 |
0.08 |
0.08 |
0.11 |
0.16 |
| 650 |
15000 |
0.03 |
0.05 |
0.08 |
0.09 |
0.12 |
0.17 |
| 700 |
2000 |
0.03 |
0.06 |
0.10 |
0.04 |
0.05 |
0.08 |
| 700 |
3000 |
0.03 |
0.06 |
0.10 |
0.04 |
0.06 |
0.08 |
| 700 |
4000 |
0.03 |
0.06 |
0.10 |
0.04 |
0.06 |
0.08 |
| 700 |
5000 |
0.03 |
0.06 |
0.09 |
0.05 |
0.06 |
0.09 |
| 700 |
6000 |
0.03 |
0.06 |
0.09 |
0.05 |
0.07 |
0.10 |
| 700 |
7000 |
0.03 |
0.06 |
0.09 |
0.05 |
0.07 |
0.10 |
| 700 |
8000 |
0.03 |
0.06 |
0.09 |
0.06 |
0.08 |
0.11 |
| 700 |
9000 |
0.03 |
0.06 |
0.09 |
0.06 |
0.08 |
0.12 |
| 700 |
10000 |
0.03 |
0.06 |
0.09 |
0.06 |
0.09 |
0.12 |
| 700 |
11000 |
0.03 |
0.05 |
0.09 |
0.07 |
0.09 |
0.13 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 18:02 Tuesday, September 16, 2003 Two Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 700 |
12000 |
0.03 |
0.05 |
0.09 |
0.07 |
0.10 |
0.14 |
| 700 |
13000 |
0.03 |
0.05 |
0.09 |
0.08 |
0.11 |
0.15 |
| 700 |
14000 |
0.03 |
0.05 |
0.09 |
0.08 |
0.11 |
0.16 |
| 700 |
15000 |
0.03 |
0.05 |
0.09 |
0.09 |
0.12 |
0.17 |
| 750 |
2000 |
0.04 |
0.06 |
0.11 |
0.04 |
0.05 |
0.08 |
| 750 |
3000 |
0.04 |
0.06 |
0.10 |
0.04 |
0.06 |
0.08 |
| 750 |
4000 |
0.04 |
0.06 |
0.10 |
0.04 |
0.06 |
0.09 |
| 750 |
5000 |
0.04 |
0.06 |
0.10 |
0.05 |
0.06 |
0.09 |
| 750 |
6000 |
0.04 |
0.06 |
0.10 |
0.05 |
0.07 |
0.10 |
| 750 |
7000 |
0.04 |
0.06 |
0.10 |
0.05 |
0.07 |
0.10 |
| 750 |
8000 |
0.04 |
0.06 |
0.09 |
0.06 |
0.08 |
0.11 |
| 750 |
9000 |
0.04 |
0.06 |
0.09 |
0.06 |
0.08 |
0.12 |
| 750 |
10000 |
0.04 |
0.06 |
0.09 |
0.06 |
0.09 |
0.12 |
| 750 |
11000 |
0.04 |
0.06 |
0.09 |
0.07 |
0.10 |
0.13 |
| 750 |
12000 |
0.04 |
0.06 |
0.09 |
0.07 |
0.10 |
0.14 |
| 750 |
13000 |
0.03 |
0.06 |
0.09 |
0.08 |
0.11 |
0.15 |
| 750 |
14000 |
0.03 |
0.06 |
0.09 |
0.08 |
0.12 |
0.16 |
| 750 |
15000 |
0.03 |
0.06 |
0.09 |
0.09 |
0.12 |
0.17 |
| 800 |
2000 |
0.04 |
0.06 |
0.11 |
0.04 |
0.05 |
0.08 |
| 800 |
3000 |
0.04 |
0.06 |
0.11 |
0.04 |
0.06 |
0.08 |
| 800 |
4000 |
0.04 |
0.06 |
0.11 |
0.04 |
0.06 |
0.09 |
| 800 |
5000 |
0.04 |
0.06 |
0.10 |
0.05 |
0.07 |
0.09 |
| 800 |
6000 |
0.04 |
0.06 |
0.10 |
0.05 |
0.07 |
0.10 |
| 800 |
7000 |
0.04 |
0.06 |
0.10 |
0.05 |
0.07 |
0.10 |
| 800 |
8000 |
0.04 |
0.06 |
0.10 |
0.06 |
0.08 |
0.11 |
| 800 |
9000 |
0.04 |
0.06 |
0.10 |
0.06 |
0.08 |
0.12 |
| 800 |
10000 |
0.04 |
0.06 |
0.10 |
0.07 |
0.09 |
0.13 |
| 800 |
11000 |
0.04 |
0.06 |
0.10 |
0.07 |
0.10 |
0.13 |
| 800 |
12000 |
0.04 |
0.06 |
0.10 |
0.07 |
0.10 |
0.14 |
| 800 |
13000 |
0.04 |
0.06 |
0.10 |
0.08 |
0.11 |
0.15 |
| 800 |
14000 |
0.04 |
0.06 |
0.10 |
0.08 |
0.12 |
0.16 |
| 800 |
15000 |
0.04 |
0.06 |
0.10 |
0.09 |
0.13 |
0.18 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binomial Model 18:02 Tuesday, September 16, 2003 Five Lanes with Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 50 |
5000 |
0.01 |
0.02 |
0.05 |
0.02 |
0.04 |
0.09 |
| 50 |
6000 |
0.01 |
0.02 |
0.05 |
0.02 |
0.05 |
0.09 |
| 50 |
7000 |
0.01 |
0.02 |
0.05 |
0.02 |
0.05 |
0.10 |
| 50 |
8000 |
0.01 |
0.02 |
0.05 |
0.03 |
0.05 |
0.10 |
| 50 |
9000 |
0.01 |
0.02 |
0.04 |
0.03 |
0.06 |
0.11 |
| 50 |
10000 |
0.01 |
0.02 |
0.04 |
0.03 |
0.06 |
0.11 |
| 50 |
11000 |
0.01 |
0.02 |
0.04 |
0.03 |
0.06 |
0.12 |
| 50 |
12000 |
0.01 |
0.02 |
0.04 |
0.04 |
0.07 |
0.13 |
| 50 |
13000 |
0.01 |
0.02 |
0.04 |
0.04 |
0.07 |
0.13 |
| 50 |
14000 |
0.01 |
0.02 |
0.04 |
0.04 |
0.08 |
0.14 |
| 50 |
15000 |
0.01 |
0.02 |
0.04 |
0.05 |
0.08 |
0.15 |
| 50 |
16000 |
0.01 |
0.02 |
0.04 |
0.05 |
0.09 |
0.16 |
| 50 |
17000 |
0.01 |
0.02 |
0.04 |
0.05 |
0.09 |
0.17 |
| 50 |
18000 |
0.01 |
0.02 |
0.04 |
0.06 |
0.10 |
0.17 |
| 50 |
19000 |
0.01 |
0.02 |
0.04 |
0.06 |
0.11 |
0.18 |
| 50 |
20000 |
0.01 |
0.02 |
0.04 |
0.07 |
0.11 |
0.19 |
| 50 |
21000 |
0.01 |
0.02 |
0.04 |
0.07 |
0.12 |
0.21 |
| 50 |
22000 |
0.01 |
0.02 |
0.04 |
0.08 |
0.13 |
0.22 |
| 50 |
23000 |
0.01 |
0.02 |
0.04 |
0.08 |
0.14 |
0.23 |
| 50 |
24000 |
0.01 |
0.02 |
0.04 |
0.09 |
0.15 |
0.24 |
| 50 |
25000 |
0.01 |
0.02 |
0.04 |
0.10 |
0.16 |
0.26 |
| 50 |
26000 |
0.01 |
0.02 |
0.04 |
0.11 |
0.17 |
0.27 |
| 50 |
27000 |
0.01 |
0.02 |
0.04 |
0.11 |
0.18 |
0.29 |
| 50 |
28000 |
0.01 |
0.02 |
0.05 |
0.12 |
0.19 |
0.31 |
| 50 |
29000 |
0.01 |
0.02 |
0.05 |
0.13 |
0.21 |
0.32 |
| 50 |
30000 |
0.01 |
0.02 |
0.05 |
0.14 |
0.22 |
0.34 |
| 50 |
31000 |
0.01 |
0.02 |
0.05 |
0.15 |
0.23 |
0.36 |
| 50 |
32000 |
0.01 |
0.02 |
0.05 |
0.16 |
0.25 |
0.39 |
| 50 |
33000 |
0.01 |
0.02 |
0.05 |
0.17 |
0.27 |
0.41 |
| 50 |
34000 |
0.01 |
0.02 |
0.05 |
0.19 |
0.28 |
0.44 |
| 50 |
35000 |
0.01 |
0.02 |
0.05 |
0.20 |
0.30 |
0.47 |
| 50 |
36000 |
0.01 |
0.02 |
0.05 |
0.21 |
0.32 |
0.50 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binomial Model 18:02 Tuesday, September 16, 2003 Five Lanes with Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 50 |
37000 |
0.01 |
0.02 |
0.05 |
0.23 |
0.35 |
0.53 |
| 50 |
38000 |
0.01 |
0.02 |
0.06 |
0.24 |
0.37 |
0.56 |
| 50 |
39000 |
0.01 |
0.02 |
0.06 |
0.26 |
0.39 |
0.60 |
| 50 |
40000 |
0.01 |
0.02 |
0.06 |
0.28 |
0.42 |
0.64 |
| 50 |
41000 |
0.01 |
0.02 |
0.06 |
0.29 |
0.45 |
0.69 |
| 50 |
42000 |
0.01 |
0.02 |
0.06 |
0.31 |
0.48 |
0.74 |
| 50 |
43000 |
0.01 |
0.02 |
0.06 |
0.33 |
0.51 |
0.79 |
| 50 |
44000 |
0.00 |
0.02 |
0.06 |
0.35 |
0.55 |
0.84 |
| 50 |
45000 |
0.00 |
0.02 |
0.07 |
0.38 |
0.58 |
0.90 |
| 50 |
46000 |
0.00 |
0.02 |
0.07 |
0.40 |
0.62 |
0.97 |
| 50 |
47000 |
0.00 |
0.02 |
0.07 |
0.42 |
0.66 |
1.04 |
| 50 |
48000 |
0.00 |
0.02 |
0.07 |
0.45 |
0.71 |
1.12 |
| 50 |
49000 |
0.00 |
0.02 |
0.07 |
0.48 |
0.76 |
1.20 |
| 50 |
50000 |
0.00 |
0.02 |
0.07 |
0.50 |
0.81 |
1.29 |
| 100 |
5000 |
0.01 |
0.02 |
0.05 |
0.02 |
0.04 |
0.09 |
| 100 |
6000 |
0.01 |
0.02 |
0.05 |
0.02 |
0.05 |
0.09 |
| 100 |
7000 |
0.01 |
0.02 |
0.05 |
0.02 |
0.05 |
0.10 |
| 100 |
8000 |
0.01 |
0.02 |
0.05 |
0.03 |
0.05 |
0.10 |
| 100 |
9000 |
0.01 |
0.02 |
0.05 |
0.03 |
0.06 |
0.11 |
| 100 |
10000 |
0.01 |
0.02 |
0.05 |
0.03 |
0.06 |
0.12 |
| 100 |
11000 |
0.01 |
0.02 |
0.05 |
0.03 |
0.06 |
0.12 |
| 100 |
12000 |
0.01 |
0.02 |
0.05 |
0.04 |
0.07 |
0.13 |
| 100 |
13000 |
0.01 |
0.02 |
0.04 |
0.04 |
0.07 |
0.14 |
| 100 |
14000 |
0.01 |
0.02 |
0.04 |
0.04 |
0.08 |
0.14 |
| 100 |
15000 |
0.01 |
0.02 |
0.04 |
0.05 |
0.08 |
0.15 |
| 100 |
16000 |
0.01 |
0.02 |
0.04 |
0.05 |
0.09 |
0.16 |
| 100 |
17000 |
0.01 |
0.02 |
0.04 |
0.05 |
0.10 |
0.17 |
| 100 |
18000 |
0.01 |
0.02 |
0.04 |
0.06 |
0.10 |
0.18 |
| 100 |
19000 |
0.01 |
0.02 |
0.04 |
0.06 |
0.11 |
0.19 |
| 100 |
20000 |
0.01 |
0.02 |
0.04 |
0.07 |
0.12 |
0.20 |
| 100 |
21000 |
0.01 |
0.02 |
0.04 |
0.07 |
0.12 |
0.21 |
| 100 |
22000 |
0.01 |
0.02 |
0.04 |
0.08 |
0.13 |
0.22 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binomial Model 18:02 Tuesday, September 16, 2003 Five Lanes with Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 100 |
23000 |
0.01 |
0.02 |
0.05 |
0.09 |
0.14 |
0.23 |
| 100 |
24000 |
0.01 |
0.02 |
0.05 |
0.09 |
0.15 |
0.25 |
| 100 |
25000 |
0.01 |
0.02 |
0.05 |
0.10 |
0.16 |
0.26 |
| 100 |
26000 |
0.01 |
0.02 |
0.05 |
0.11 |
0.17 |
0.28 |
| 100 |
27000 |
0.01 |
0.02 |
0.05 |
0.11 |
0.18 |
0.29 |
| 100 |
28000 |
0.01 |
0.02 |
0.05 |
0.12 |
0.20 |
0.31 |
| 100 |
29000 |
0.01 |
0.02 |
0.05 |
0.13 |
0.21 |
0.33 |
| 100 |
30000 |
0.01 |
0.02 |
0.05 |
0.14 |
0.22 |
0.35 |
| 100 |
31000 |
0.01 |
0.02 |
0.05 |
0.15 |
0.24 |
0.37 |
| 100 |
32000 |
0.01 |
0.02 |
0.05 |
0.16 |
0.25 |
0.39 |
| 100 |
33000 |
0.01 |
0.02 |
0.05 |
0.18 |
0.27 |
0.42 |
| 100 |
34000 |
0.01 |
0.02 |
0.05 |
0.19 |
0.29 |
0.44 |
| 100 |
35000 |
0.01 |
0.02 |
0.05 |
0.20 |
0.31 |
0.47 |
| 100 |
36000 |
0.01 |
0.02 |
0.06 |
0.22 |
0.33 |
0.50 |
| 100 |
37000 |
0.01 |
0.02 |
0.06 |
0.23 |
0.35 |
0.54 |
| 100 |
38000 |
0.01 |
0.02 |
0.06 |
0.25 |
0.37 |
0.57 |
| 100 |
39000 |
0.01 |
0.02 |
0.06 |
0.26 |
0.40 |
0.61 |
| 100 |
40000 |
0.01 |
0.02 |
0.06 |
0.28 |
0.43 |
0.65 |
| 100 |
41000 |
0.01 |
0.02 |
0.06 |
0.30 |
0.46 |
0.70 |
| 100 |
42000 |
0.01 |
0.02 |
0.06 |
0.32 |
0.49 |
0.74 |
| 100 |
43000 |
0.01 |
0.02 |
0.07 |
0.34 |
0.52 |
0.80 |
| 100 |
44000 |
0.01 |
0.02 |
0.07 |
0.36 |
0.55 |
0.85 |
| 100 |
45000 |
0.00 |
0.02 |
0.07 |
0.38 |
0.59 |
0.92 |
| 100 |
46000 |
0.00 |
0.02 |
0.07 |
0.40 |
0.63 |
0.98 |
| 100 |
47000 |
0.00 |
0.02 |
0.07 |
0.43 |
0.67 |
1.05 |
| 100 |
48000 |
0.00 |
0.02 |
0.07 |
0.46 |
0.72 |
1.13 |
| 100 |
49000 |
0.00 |
0.02 |
0.08 |
0.48 |
0.77 |
1.22 |
| 100 |
50000 |
0.00 |
0.02 |
0.08 |
0.51 |
0.82 |
1.31 |
| 150 |
5000 |
0.01 |
0.03 |
0.05 |
0.02 |
0.04 |
0.09 |
| 150 |
6000 |
0.01 |
0.03 |
0.05 |
0.02 |
0.05 |
0.10 |
| 150 |
7000 |
0.01 |
0.03 |
0.05 |
0.03 |
0.05 |
0.10 |
| 150 |
8000 |
0.01 |
0.03 |
0.05 |
0.03 |
0.05 |
0.11 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binomial Model 18:02 Tuesday, September 16, 2003 Five Lanes with Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 150 |
9000 |
0.01 |
0.03 |
0.05 |
0.03 |
0.06 |
0.11 |
| 150 |
10000 |
0.01 |
0.02 |
0.05 |
0.03 |
0.06 |
0.12 |
| 150 |
11000 |
0.01 |
0.02 |
0.05 |
0.03 |
0.07 |
0.12 |
| 150 |
12000 |
0.01 |
0.02 |
0.05 |
0.04 |
0.07 |
0.13 |
| 150 |
13000 |
0.01 |
0.02 |
0.05 |
0.04 |
0.07 |
0.14 |
| 150 |
14000 |
0.01 |
0.02 |
0.05 |
0.04 |
0.08 |
0.15 |
| 150 |
15000 |
0.01 |
0.02 |
0.05 |
0.05 |
0.08 |
0.15 |
| 150 |
16000 |
0.01 |
0.02 |
0.05 |
0.05 |
0.09 |
0.16 |
| 150 |
17000 |
0.01 |
0.02 |
0.05 |
0.06 |
0.10 |
0.17 |
| 150 |
18000 |
0.01 |
0.02 |
0.05 |
0.06 |
0.10 |
0.18 |
| 150 |
19000 |
0.01 |
0.02 |
0.05 |
0.06 |
0.11 |
0.19 |
| 150 |
20000 |
0.01 |
0.02 |
0.05 |
0.07 |
0.12 |
0.20 |
| 150 |
21000 |
0.01 |
0.02 |
0.05 |
0.07 |
0.13 |
0.21 |
| 150 |
22000 |
0.01 |
0.02 |
0.05 |
0.08 |
0.13 |
0.22 |
| 150 |
23000 |
0.01 |
0.02 |
0.05 |
0.09 |
0.14 |
0.24 |
| 150 |
24000 |
0.01 |
0.02 |
0.05 |
0.09 |
0.15 |
0.25 |
| 150 |
25000 |
0.01 |
0.02 |
0.05 |
0.10 |
0.16 |
0.26 |
| 150 |
26000 |
0.01 |
0.02 |
0.05 |
0.11 |
0.17 |
0.28 |
| 150 |
27000 |
0.01 |
0.02 |
0.05 |
0.12 |
0.19 |
0.30 |
| 150 |
28000 |
0.01 |
0.02 |
0.05 |
0.13 |
0.20 |
0.31 |
| 150 |
29000 |
0.01 |
0.02 |
0.05 |
0.13 |
0.21 |
0.33 |
| 150 |
30000 |
0.01 |
0.02 |
0.05 |
0.14 |
0.23 |
0.35 |
| 150 |
31000 |
0.01 |
0.02 |
0.05 |
0.15 |
0.24 |
0.37 |
| 150 |
32000 |
0.01 |
0.02 |
0.05 |
0.17 |
0.26 |
0.40 |
| 150 |
33000 |
0.01 |
0.02 |
0.06 |
0.18 |
0.27 |
0.42 |
| 150 |
34000 |
0.01 |
0.02 |
0.06 |
0.19 |
0.29 |
0.45 |
| 150 |
35000 |
0.01 |
0.02 |
0.06 |
0.20 |
0.31 |
0.48 |
| 150 |
36000 |
0.01 |
0.02 |
0.06 |
0.22 |
0.33 |
0.51 |
| 150 |
37000 |
0.01 |
0.02 |
0.06 |
0.23 |
0.36 |
0.54 |
| 150 |
38000 |
0.01 |
0.02 |
0.06 |
0.25 |
0.38 |
0.58 |
| 150 |
39000 |
0.01 |
0.02 |
0.06 |
0.27 |
0.40 |
0.62 |
| 150 |
40000 |
0.01 |
0.02 |
0.07 |
0.28 |
0.43 |
0.66 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binomial Model 18:02 Tuesday, September 16, 2003 Five Lanes with Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 150 |
41000 |
0.01 |
0.02 |
0.07 |
0.30 |
0.46 |
0.71 |
| 150 |
42000 |
0.01 |
0.02 |
0.07 |
0.32 |
0.49 |
0.75 |
| 150 |
43000 |
0.01 |
0.02 |
0.07 |
0.34 |
0.53 |
0.81 |
| 150 |
44000 |
0.01 |
0.02 |
0.07 |
0.36 |
0.56 |
0.87 |
| 150 |
45000 |
0.01 |
0.02 |
0.07 |
0.39 |
0.60 |
0.93 |
| 150 |
46000 |
0.00 |
0.02 |
0.08 |
0.41 |
0.64 |
1.00 |
| 150 |
47000 |
0.00 |
0.02 |
0.08 |
0.43 |
0.68 |
1.07 |
| 150 |
48000 |
0.00 |
0.02 |
0.08 |
0.46 |
0.73 |
1.15 |
| 150 |
49000 |
0.00 |
0.02 |
0.08 |
0.49 |
0.78 |
1.23 |
| 150 |
50000 |
0.00 |
0.02 |
0.08 |
0.52 |
0.83 |
1.33 |
| 200 |
5000 |
0.01 |
0.03 |
0.06 |
0.02 |
0.04 |
0.09 |
| 200 |
6000 |
0.01 |
0.03 |
0.06 |
0.02 |
0.05 |
0.10 |
| 200 |
7000 |
0.01 |
0.03 |
0.05 |
0.03 |
0.05 |
0.10 |
| 200 |
8000 |
0.01 |
0.03 |
0.05 |
0.03 |
0.05 |
0.11 |
| 200 |
9000 |
0.01 |
0.03 |
0.05 |
0.03 |
0.06 |
0.11 |
| 200 |
10000 |
0.01 |
0.03 |
0.05 |
0.03 |
0.06 |
0.12 |
| 200 |
11000 |
0.01 |
0.03 |
0.05 |
0.04 |
0.07 |
0.13 |
| 200 |
12000 |
0.01 |
0.03 |
0.05 |
0.04 |
0.07 |
0.13 |
| 200 |
13000 |
0.01 |
0.03 |
0.05 |
0.04 |
0.08 |
0.14 |
| 200 |
14000 |
0.01 |
0.03 |
0.05 |
0.04 |
0.08 |
0.15 |
| 200 |
15000 |
0.01 |
0.03 |
0.05 |
0.05 |
0.09 |
0.16 |
| 200 |
16000 |
0.01 |
0.03 |
0.05 |
0.05 |
0.09 |
0.16 |
| 200 |
17000 |
0.01 |
0.02 |
0.05 |
0.06 |
0.10 |
0.17 |
| 200 |
18000 |
0.01 |
0.02 |
0.05 |
0.06 |
0.10 |
0.18 |
| 200 |
19000 |
0.01 |
0.02 |
0.05 |
0.06 |
0.11 |
0.19 |
| 200 |
20000 |
0.01 |
0.02 |
0.05 |
0.07 |
0.12 |
0.20 |
| 200 |
21000 |
0.01 |
0.02 |
0.05 |
0.08 |
0.13 |
0.21 |
| 200 |
22000 |
0.01 |
0.02 |
0.05 |
0.08 |
0.14 |
0.23 |
| 200 |
23000 |
0.01 |
0.02 |
0.05 |
0.09 |
0.14 |
0.24 |
| 200 |
24000 |
0.01 |
0.02 |
0.05 |
0.09 |
0.15 |
0.25 |
| 200 |
25000 |
0.01 |
0.02 |
0.05 |
0.10 |
0.17 |
0.27 |
| 200 |
26000 |
0.01 |
0.02 |
0.05 |
0.11 |
0.18 |
0.28 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binomial Model 18:02 Tuesday, September 16, 2003 Five Lanes with Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 200 |
27000 |
0.01 |
0.02 |
0.05 |
0.12 |
0.19 |
0.30 |
| 200 |
28000 |
0.01 |
0.02 |
0.05 |
0.13 |
0.20 |
0.32 |
| 200 |
29000 |
0.01 |
0.02 |
0.05 |
0.14 |
0.21 |
0.34 |
| 200 |
30000 |
0.01 |
0.02 |
0.06 |
0.15 |
0.23 |
0.36 |
| 200 |
31000 |
0.01 |
0.02 |
0.06 |
0.16 |
0.24 |
0.38 |
| 200 |
32000 |
0.01 |
0.02 |
0.06 |
0.17 |
0.26 |
0.40 |
| 200 |
33000 |
0.01 |
0.02 |
0.06 |
0.18 |
0.28 |
0.43 |
| 200 |
34000 |
0.01 |
0.02 |
0.06 |
0.19 |
0.30 |
0.46 |
| 200 |
35000 |
0.01 |
0.02 |
0.06 |
0.21 |
0.32 |
0.48 |
| 200 |
36000 |
0.01 |
0.02 |
0.06 |
0.22 |
0.34 |
0.52 |
| 200 |
37000 |
0.01 |
0.02 |
0.06 |
0.24 |
0.36 |
0.55 |
| 200 |
38000 |
0.01 |
0.02 |
0.07 |
0.25 |
0.38 |
0.59 |
| 200 |
39000 |
0.01 |
0.02 |
0.07 |
0.27 |
0.41 |
0.63 |
| 200 |
40000 |
0.01 |
0.02 |
0.07 |
0.29 |
0.44 |
0.67 |
| 200 |
41000 |
0.01 |
0.02 |
0.07 |
0.31 |
0.47 |
0.71 |
| 200 |
42000 |
0.01 |
0.02 |
0.07 |
0.33 |
0.50 |
0.76 |
| 200 |
43000 |
0.01 |
0.02 |
0.07 |
0.35 |
0.53 |
0.82 |
| 200 |
44000 |
0.01 |
0.02 |
0.08 |
0.37 |
0.57 |
0.88 |
| 200 |
45000 |
0.01 |
0.02 |
0.08 |
0.39 |
0.61 |
0.94 |
| 200 |
46000 |
0.01 |
0.02 |
0.08 |
0.42 |
0.65 |
1.01 |
| 200 |
47000 |
0.00 |
0.02 |
0.08 |
0.44 |
0.69 |
1.08 |
| 200 |
48000 |
0.00 |
0.02 |
0.08 |
0.47 |
0.74 |
1.16 |
| 200 |
49000 |
0.00 |
0.02 |
0.09 |
0.50 |
0.79 |
1.25 |
| 200 |
50000 |
0.00 |
0.02 |
0.09 |
0.52 |
0.84 |
1.34 |
| 250 |
5000 |
0.01 |
0.03 |
0.06 |
0.02 |
0.05 |
0.09 |
| 250 |
6000 |
0.01 |
0.03 |
0.06 |
0.02 |
0.05 |
0.10 |
| 250 |
7000 |
0.01 |
0.03 |
0.06 |
0.03 |
0.05 |
0.10 |
| 250 |
8000 |
0.01 |
0.03 |
0.06 |
0.03 |
0.06 |
0.11 |
| 250 |
9000 |
0.01 |
0.03 |
0.06 |
0.03 |
0.06 |
0.11 |
| 250 |
10000 |
0.01 |
0.03 |
0.05 |
0.03 |
0.06 |
0.12 |
| 250 |
11000 |
0.01 |
0.03 |
0.05 |
0.04 |
0.07 |
0.13 |
| 250 |
12000 |
0.01 |
0.03 |
0.05 |
0.04 |
0.07 |
0.13 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binomial Model 18:02 Tuesday, September 16, 2003 Five Lanes with Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 250 |
13000 |
0.01 |
0.03 |
0.05 |
0.04 |
0.08 |
0.14 |
| 250 |
14000 |
0.01 |
0.03 |
0.05 |
0.04 |
0.08 |
0.15 |
| 250 |
15000 |
0.01 |
0.03 |
0.05 |
0.05 |
0.09 |
0.16 |
| 250 |
16000 |
0.01 |
0.03 |
0.05 |
0.05 |
0.09 |
0.17 |
| 250 |
17000 |
0.01 |
0.03 |
0.05 |
0.06 |
0.10 |
0.17 |
| 250 |
18000 |
0.01 |
0.03 |
0.05 |
0.06 |
0.11 |
0.18 |
| 250 |
19000 |
0.01 |
0.03 |
0.05 |
0.07 |
0.11 |
0.19 |
| 250 |
20000 |
0.01 |
0.03 |
0.05 |
0.07 |
0.12 |
0.21 |
| 250 |
21000 |
0.01 |
0.03 |
0.05 |
0.08 |
0.13 |
0.22 |
| 250 |
22000 |
0.01 |
0.03 |
0.05 |
0.08 |
0.14 |
0.23 |
| 250 |
23000 |
0.01 |
0.03 |
0.05 |
0.09 |
0.15 |
0.24 |
| 250 |
24000 |
0.01 |
0.03 |
0.05 |
0.10 |
0.16 |
0.26 |
| 250 |
25000 |
0.01 |
0.02 |
0.05 |
0.10 |
0.17 |
0.27 |
| 250 |
26000 |
0.01 |
0.02 |
0.06 |
0.11 |
0.18 |
0.29 |
| 250 |
27000 |
0.01 |
0.02 |
0.06 |
0.12 |
0.19 |
0.30 |
| 250 |
28000 |
0.01 |
0.02 |
0.06 |
0.13 |
0.20 |
0.32 |
| 250 |
29000 |
0.01 |
0.02 |
0.06 |
0.14 |
0.22 |
0.34 |
| 250 |
30000 |
0.01 |
0.02 |
0.06 |
0.15 |
0.23 |
0.36 |
| 250 |
31000 |
0.01 |
0.02 |
0.06 |
0.16 |
0.25 |
0.38 |
| 250 |
32000 |
0.01 |
0.02 |
0.06 |
0.17 |
0.26 |
0.41 |
| 250 |
33000 |
0.01 |
0.02 |
0.06 |
0.18 |
0.28 |
0.43 |
| 250 |
34000 |
0.01 |
0.02 |
0.06 |
0.20 |
0.30 |
0.46 |
| 250 |
35000 |
0.01 |
0.02 |
0.07 |
0.21 |
0.32 |
0.49 |
| 250 |
36000 |
0.01 |
0.02 |
0.07 |
0.22 |
0.34 |
0.52 |
| 250 |
37000 |
0.01 |
0.02 |
0.07 |
0.24 |
0.37 |
0.56 |
| 250 |
38000 |
0.01 |
0.02 |
0.07 |
0.26 |
0.39 |
0.59 |
| 250 |
39000 |
0.01 |
0.02 |
0.07 |
0.27 |
0.42 |
0.63 |
| 250 |
40000 |
0.01 |
0.02 |
0.07 |
0.29 |
0.44 |
0.68 |
| 250 |
41000 |
0.01 |
0.02 |
0.08 |
0.31 |
0.47 |
0.72 |
| 250 |
42000 |
0.01 |
0.02 |
0.08 |
0.33 |
0.51 |
0.78 |
| 250 |
43000 |
0.01 |
0.02 |
0.08 |
0.35 |
0.54 |
0.83 |
| 250 |
44000 |
0.01 |
0.02 |
0.08 |
0.37 |
0.58 |
0.89 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binomial Model 18:02 Tuesday, September 16, 2003 Five Lanes with Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 250 |
45000 |
0.01 |
0.02 |
0.08 |
0.40 |
0.61 |
0.95 |
| 250 |
46000 |
0.01 |
0.02 |
0.09 |
0.42 |
0.66 |
1.02 |
| 250 |
47000 |
0.01 |
0.02 |
0.09 |
0.45 |
0.70 |
1.10 |
| 250 |
48000 |
0.01 |
0.02 |
0.09 |
0.47 |
0.75 |
1.18 |
| 250 |
49000 |
0.00 |
0.02 |
0.09 |
0.50 |
0.80 |
1.27 |
| 250 |
50000 |
0.00 |
0.02 |
0.09 |
0.53 |
0.85 |
1.36 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 17:25 Tuesday, September 16, 2003 Five Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 50 |
5000 |
0.02 |
0.05 |
0.10 |
0.05 |
0.09 |
0.16 |
| 50 |
6000 |
0.02 |
0.05 |
0.10 |
0.05 |
0.09 |
0.17 |
| 50 |
7000 |
0.02 |
0.05 |
0.09 |
0.05 |
0.10 |
0.18 |
| 50 |
8000 |
0.02 |
0.05 |
0.09 |
0.06 |
0.11 |
0.19 |
| 50 |
9000 |
0.02 |
0.05 |
0.09 |
0.06 |
0.11 |
0.20 |
| 50 |
10000 |
0.02 |
0.04 |
0.09 |
0.07 |
0.12 |
0.22 |
| 50 |
11000 |
0.02 |
0.04 |
0.09 |
0.07 |
0.13 |
0.23 |
| 50 |
12000 |
0.02 |
0.04 |
0.09 |
0.08 |
0.14 |
0.24 |
| 50 |
13000 |
0.02 |
0.04 |
0.08 |
0.08 |
0.15 |
0.26 |
| 50 |
14000 |
0.02 |
0.04 |
0.08 |
0.09 |
0.16 |
0.27 |
| 50 |
15000 |
0.02 |
0.04 |
0.08 |
0.10 |
0.17 |
0.29 |
| 50 |
16000 |
0.02 |
0.04 |
0.08 |
0.10 |
0.18 |
0.31 |
| 50 |
17000 |
0.02 |
0.04 |
0.08 |
0.11 |
0.19 |
0.32 |
| 50 |
18000 |
0.02 |
0.04 |
0.08 |
0.12 |
0.20 |
0.34 |
| 50 |
19000 |
0.02 |
0.04 |
0.08 |
0.13 |
0.22 |
0.36 |
| 50 |
20000 |
0.02 |
0.04 |
0.08 |
0.14 |
0.23 |
0.39 |
| 50 |
21000 |
0.02 |
0.04 |
0.08 |
0.15 |
0.25 |
0.41 |
| 50 |
22000 |
0.02 |
0.04 |
0.08 |
0.16 |
0.26 |
0.44 |
| 50 |
23000 |
0.02 |
0.04 |
0.08 |
0.17 |
0.28 |
0.47 |
| 50 |
24000 |
0.02 |
0.04 |
0.08 |
0.18 |
0.30 |
0.50 |
| 50 |
25000 |
0.02 |
0.04 |
0.08 |
0.19 |
0.32 |
0.53 |
| 50 |
26000 |
0.02 |
0.04 |
0.08 |
0.20 |
0.34 |
0.56 |
| 50 |
27000 |
0.02 |
0.04 |
0.09 |
0.22 |
0.36 |
0.60 |
| 50 |
28000 |
0.02 |
0.04 |
0.09 |
0.23 |
0.39 |
0.64 |
| 50 |
29000 |
0.02 |
0.04 |
0.09 |
0.25 |
0.41 |
0.68 |
| 50 |
30000 |
0.02 |
0.04 |
0.09 |
0.27 |
0.44 |
0.73 |
| 50 |
31000 |
0.02 |
0.04 |
0.09 |
0.28 |
0.47 |
0.78 |
| 50 |
32000 |
0.02 |
0.04 |
0.09 |
0.30 |
0.50 |
0.83 |
| 50 |
33000 |
0.02 |
0.04 |
0.09 |
0.32 |
0.54 |
0.89 |
| 50 |
34000 |
0.01 |
0.04 |
0.10 |
0.34 |
0.57 |
0.96 |
| 50 |
35000 |
0.01 |
0.04 |
0.10 |
0.36 |
0.61 |
1.02 |
| 100 |
5000 |
0.02 |
0.05 |
0.10 |
0.05 |
0.09 |
0.17 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 17:25 Tuesday, September 16, 2003 Five Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 100 |
6000 |
0.02 |
0.05 |
0.10 |
0.05 |
0.09 |
0.18 |
| 100 |
7000 |
0.02 |
0.05 |
0.10 |
0.05 |
0.10 |
0.19 |
| 100 |
8000 |
0.02 |
0.05 |
0.10 |
0.06 |
0.11 |
0.20 |
| 100 |
9000 |
0.02 |
0.05 |
0.09 |
0.06 |
0.11 |
0.21 |
| 100 |
10000 |
0.02 |
0.05 |
0.09 |
0.07 |
0.12 |
0.22 |
| 100 |
11000 |
0.02 |
0.05 |
0.09 |
0.07 |
0.13 |
0.23 |
| 100 |
12000 |
0.02 |
0.05 |
0.09 |
0.08 |
0.14 |
0.25 |
| 100 |
13000 |
0.02 |
0.05 |
0.09 |
0.08 |
0.15 |
0.26 |
| 100 |
14000 |
0.02 |
0.05 |
0.09 |
0.09 |
0.16 |
0.28 |
| 100 |
15000 |
0.02 |
0.05 |
0.09 |
0.10 |
0.17 |
0.29 |
| 100 |
16000 |
0.02 |
0.05 |
0.09 |
0.10 |
0.18 |
0.31 |
| 100 |
17000 |
0.02 |
0.04 |
0.09 |
0.11 |
0.19 |
0.33 |
| 100 |
18000 |
0.02 |
0.04 |
0.09 |
0.12 |
0.20 |
0.35 |
| 100 |
19000 |
0.02 |
0.04 |
0.09 |
0.13 |
0.22 |
0.37 |
| 100 |
20000 |
0.02 |
0.04 |
0.09 |
0.14 |
0.23 |
0.39 |
| 100 |
21000 |
0.02 |
0.04 |
0.09 |
0.15 |
0.25 |
0.42 |
| 100 |
22000 |
0.02 |
0.04 |
0.09 |
0.16 |
0.27 |
0.44 |
| 100 |
23000 |
0.02 |
0.04 |
0.09 |
0.17 |
0.28 |
0.47 |
| 100 |
24000 |
0.02 |
0.04 |
0.09 |
0.18 |
0.30 |
0.50 |
| 100 |
25000 |
0.02 |
0.04 |
0.09 |
0.19 |
0.32 |
0.53 |
| 100 |
26000 |
0.02 |
0.04 |
0.09 |
0.21 |
0.34 |
0.57 |
| 100 |
27000 |
0.02 |
0.04 |
0.09 |
0.22 |
0.37 |
0.61 |
| 100 |
28000 |
0.02 |
0.04 |
0.09 |
0.24 |
0.39 |
0.65 |
| 100 |
29000 |
0.02 |
0.04 |
0.09 |
0.25 |
0.42 |
0.69 |
| 100 |
30000 |
0.02 |
0.04 |
0.09 |
0.27 |
0.45 |
0.74 |
| 100 |
31000 |
0.02 |
0.04 |
0.10 |
0.29 |
0.48 |
0.79 |
| 100 |
32000 |
0.02 |
0.04 |
0.10 |
0.31 |
0.51 |
0.84 |
| 100 |
33000 |
0.02 |
0.04 |
0.10 |
0.33 |
0.54 |
0.90 |
| 100 |
34000 |
0.02 |
0.04 |
0.10 |
0.35 |
0.58 |
0.97 |
| 100 |
35000 |
0.02 |
0.04 |
0.10 |
0.37 |
0.62 |
1.04 |
| 150 |
5000 |
0.02 |
0.05 |
0.11 |
0.05 |
0.09 |
0.17 |
| 150 |
6000 |
0.02 |
0.05 |
0.11 |
0.05 |
0.09 |
0.18 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 17:25 Tuesday, September 16, 2003 Five Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 150 |
7000 |
0.02 |
0.05 |
0.10 |
0.05 |
0.10 |
0.19 |
| 150 |
8000 |
0.03 |
0.05 |
0.10 |
0.06 |
0.11 |
0.20 |
| 150 |
9000 |
0.03 |
0.05 |
0.10 |
0.06 |
0.12 |
0.21 |
| 150 |
10000 |
0.03 |
0.05 |
0.10 |
0.07 |
0.12 |
0.22 |
| 150 |
11000 |
0.03 |
0.05 |
0.10 |
0.07 |
0.13 |
0.24 |
| 150 |
12000 |
0.03 |
0.05 |
0.09 |
0.08 |
0.14 |
0.25 |
| 150 |
13000 |
0.03 |
0.05 |
0.09 |
0.08 |
0.15 |
0.26 |
| 150 |
14000 |
0.03 |
0.05 |
0.09 |
0.09 |
0.16 |
0.28 |
| 150 |
15000 |
0.03 |
0.05 |
0.09 |
0.10 |
0.17 |
0.30 |
| 150 |
16000 |
0.03 |
0.05 |
0.09 |
0.11 |
0.18 |
0.31 |
| 150 |
17000 |
0.02 |
0.05 |
0.09 |
0.11 |
0.19 |
0.33 |
| 150 |
18000 |
0.02 |
0.05 |
0.09 |
0.12 |
0.21 |
0.35 |
| 150 |
19000 |
0.02 |
0.05 |
0.09 |
0.13 |
0.22 |
0.37 |
| 150 |
20000 |
0.02 |
0.05 |
0.09 |
0.14 |
0.24 |
0.40 |
| 150 |
21000 |
0.02 |
0.05 |
0.09 |
0.15 |
0.25 |
0.42 |
| 150 |
22000 |
0.02 |
0.05 |
0.09 |
0.16 |
0.27 |
0.45 |
| 150 |
23000 |
0.02 |
0.05 |
0.09 |
0.17 |
0.29 |
0.48 |
| 150 |
24000 |
0.02 |
0.05 |
0.09 |
0.18 |
0.31 |
0.51 |
| 150 |
25000 |
0.02 |
0.04 |
0.09 |
0.20 |
0.33 |
0.54 |
| 150 |
26000 |
0.02 |
0.04 |
0.09 |
0.21 |
0.35 |
0.58 |
| 150 |
27000 |
0.02 |
0.04 |
0.10 |
0.22 |
0.37 |
0.61 |
| 150 |
28000 |
0.02 |
0.04 |
0.10 |
0.24 |
0.40 |
0.66 |
| 150 |
29000 |
0.02 |
0.04 |
0.10 |
0.26 |
0.42 |
0.70 |
| 150 |
30000 |
0.02 |
0.04 |
0.10 |
0.27 |
0.45 |
0.75 |
| 150 |
31000 |
0.02 |
0.04 |
0.10 |
0.29 |
0.48 |
0.80 |
| 150 |
32000 |
0.02 |
0.04 |
0.10 |
0.31 |
0.51 |
0.86 |
| 150 |
33000 |
0.02 |
0.04 |
0.11 |
0.33 |
0.55 |
0.92 |
| 150 |
34000 |
0.02 |
0.04 |
0.11 |
0.35 |
0.59 |
0.98 |
| 150 |
35000 |
0.02 |
0.04 |
0.11 |
0.37 |
0.63 |
1.05 |
| 200 |
5000 |
0.03 |
0.05 |
0.11 |
0.05 |
0.09 |
0.17 |
| 200 |
6000 |
0.03 |
0.05 |
0.11 |
0.05 |
0.10 |
0.18 |
| 200 |
7000 |
0.03 |
0.05 |
0.11 |
0.06 |
0.10 |
0.19 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 17:25 Tuesday, September 16, 2003 Five Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 200 |
8000 |
0.03 |
0.05 |
0.11 |
0.06 |
0.11 |
0.20 |
| 200 |
9000 |
0.03 |
0.05 |
0.10 |
0.06 |
0.12 |
0.21 |
| 200 |
10000 |
0.03 |
0.05 |
0.10 |
0.07 |
0.12 |
0.23 |
| 200 |
11000 |
0.03 |
0.05 |
0.10 |
0.07 |
0.13 |
0.24 |
| 200 |
12000 |
0.03 |
0.05 |
0.10 |
0.08 |
0.14 |
0.25 |
| 200 |
13000 |
0.03 |
0.05 |
0.10 |
0.09 |
0.15 |
0.27 |
| 200 |
14000 |
0.03 |
0.05 |
0.10 |
0.09 |
0.16 |
0.28 |
| 200 |
15000 |
0.03 |
0.05 |
0.10 |
0.10 |
0.17 |
0.30 |
| 200 |
16000 |
0.03 |
0.05 |
0.10 |
0.11 |
0.18 |
0.32 |
| 200 |
17000 |
0.03 |
0.05 |
0.10 |
0.11 |
0.20 |
0.34 |
| 200 |
18000 |
0.03 |
0.05 |
0.10 |
0.12 |
0.21 |
0.36 |
| 200 |
19000 |
0.03 |
0.05 |
0.10 |
0.13 |
0.22 |
0.38 |
| 200 |
20000 |
0.03 |
0.05 |
0.10 |
0.14 |
0.24 |
0.40 |
| 200 |
21000 |
0.02 |
0.05 |
0.10 |
0.15 |
0.26 |
0.43 |
| 200 |
22000 |
0.02 |
0.05 |
0.10 |
0.16 |
0.27 |
0.45 |
| 200 |
23000 |
0.02 |
0.05 |
0.10 |
0.17 |
0.29 |
0.48 |
| 200 |
24000 |
0.02 |
0.05 |
0.10 |
0.19 |
0.31 |
0.51 |
| 200 |
25000 |
0.02 |
0.05 |
0.10 |
0.20 |
0.33 |
0.55 |
| 200 |
26000 |
0.02 |
0.05 |
0.10 |
0.21 |
0.35 |
0.58 |
| 200 |
27000 |
0.02 |
0.05 |
0.10 |
0.23 |
0.38 |
0.62 |
| 200 |
28000 |
0.02 |
0.05 |
0.10 |
0.24 |
0.40 |
0.66 |
| 200 |
29000 |
0.02 |
0.05 |
0.10 |
0.26 |
0.43 |
0.71 |
| 200 |
30000 |
0.02 |
0.05 |
0.11 |
0.28 |
0.46 |
0.76 |
| 200 |
31000 |
0.02 |
0.05 |
0.11 |
0.29 |
0.49 |
0.81 |
| 200 |
32000 |
0.02 |
0.05 |
0.11 |
0.31 |
0.52 |
0.87 |
| 200 |
33000 |
0.02 |
0.04 |
0.11 |
0.33 |
0.56 |
0.93 |
| 200 |
34000 |
0.02 |
0.04 |
0.11 |
0.36 |
0.59 |
0.99 |
| 200 |
35000 |
0.02 |
0.04 |
0.12 |
0.38 |
0.63 |
1.06 |
| 250 |
5000 |
0.03 |
0.06 |
0.12 |
0.05 |
0.09 |
0.17 |
| 250 |
6000 |
0.03 |
0.06 |
0.12 |
0.05 |
0.10 |
0.18 |
| 250 |
7000 |
0.03 |
0.06 |
0.11 |
0.06 |
0.10 |
0.19 |
| 250 |
8000 |
0.03 |
0.06 |
0.11 |
0.06 |
0.11 |
0.20 |
Estimated Number of Pedestrian Crashes in Five Years Based on Negative Binominal Model 17:25 Tuesday, September 16, 2003 Five Lanes with No Median
| Average Daily Pedestrian Volume |
Average Daily Traffic (Motor Vehicle) |
Unmarked Lower 95% |
Unmarked Predicted |
Unmarked Upper 95% |
Marked Lower 95% |
Marked Predicted |
Marked Upper 95% |
| 250 |
9000 |
0.03 |
0.06 |
0.11 |
0.06 |
0.12 |
0.22 |
| 250 |
10000 |
0.03 |
0.06 |
0.11 |
0.07 |
0.13 |
0.23 |
| 250 |
11000 |
0.03 |
0.05 |
0.11 |
0.08 |
0.13 |
0.24 |
| 250 |
12000 |
0.03 |
0.05 |
0.10 |
0.08 |
0.14 |
0.26 |
| 250 |
13000 |
0.03 |
0.05 |
0.10 |
0.09 |
0.15 |
0.27 |
| 250 |
14000 |
0.03 |
0.05 |
0.10 |
0.09 |
0.16 |
0.29 |
| 250 |
15000 |
0.03 |
0.05 |
0.10 |
0.10 |
0.17 |
0.30 |
| 250 |
16000 |
0.03 |
0.05 |
0.10 |
0.11 |
0.19 |
0.32 |
| 250 |
17000 |
0.03 |
0.05 |
0.10 |
0.12 |
0.20 |
0.34 |
| 250 |
18000 |
0.03 |
0.05 |
0.10 |
0.12 |
0.21 |
0.36 |
| 250 |
19000 |
0.03 |
0.05 |
0.10 |
0.13 |
0.23 |
0.38 |
| 250 |
20000 |
0.03 |
0.05 |
0.10 |
0.14 |
0.24 |
0.41 |
| 250 |
21000 |
0.03 |
0.05 |
0.10 |
0.15 |
0.26 |
0.43 |
| 250 |
22000 |
0.03 |
0.05 |
0.10 |
0.17 |
0.28 |
0.46 |
| 250 |
23000 |
0.02 |
0.05 |
0.10 |
0.18 |
0.29 |
0.49 |
| 250 |
24000 |
0.02 |
0.05 |
0.10 |
0.19 |
0.31 |
0.52 |
| 250 |
25000 |
0.02 |
0.05 |
0.10 |
0.20 |
0.34 |
0.56 |
| 250 |
26000 |
0.02 |
0.05 |
0.11 |
0.22 |
0.36 |
0.59 |
| 250 |
27000 |
0.02 |
0.05 |
0.11 |
0.23 |
0.38 |
0.63 |
| 250 |
28000 |
0.02 |
0.05 |
0.11 |
0.25 |
0.41 |
0.67 |
| 250 |
29000 |
0.02 |
0.05 |
0.11 |
0.26 |
0.43 |
0.72 |
| 250 |
30000 |
0.02 |
0.05 |
0.11 |
0.28 |
0.46 |
0.77 |
| 250 |
31000 |
0.02 |
0.05 |
0.11 |
0.30 |
0.50 |
0.82 |
| 250 |
32000 |
0.02 |
0.05 |
0.12 |
0.32 |
0.53 |
0.88 |
| 250 |
33000 |
0.02 |
0.05 |
0.12 |
0.34 |
0.56 |
0.94 |
| 250 |
34000 |
0.02 |
0.05 |
0.12 |
0.36 |
0.60 |
1.01 |
| 250 |
35000 |
0.02 |
0.05 |
0.12 |
0.38 |
0.64 |
1.08 |
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