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Pavement Effects Implementation Study - Appendix B

Figure 26 - 50% Confidence Intervals for 3 Set of Modeled Data - REMELs 1995 - AUTOS, DGHC

Speed (mph)  Lower CI Limit (dBA)  Upper CI Limit
1 48.3 52
1 48.3 52
1.1 48.3 52
1.1 48.3 52
1.2 48.3 52
1.3 48.3 52
1.3 48.3 52
1.4 48.3 52
1.5 48.3 52
1.5 48.3 52
1.6 48.3 52
1.7 48.3 52
1.7 48.3 52
1.8 48.3 52
1.9 48.3 52
2 48.3 52
2.1 48.3 52
2.2 48.3 52
2.3 48.3 52
2.4 48.3 52
2.5 48.3 52
2.7 48.3 52
2.8 48.3 52
2.9 48.3 52
3.1 48.3 52
3.2 48.3 52
3.4 48.3 52
3.5 48.3 52
3.7 48.3 52
3.9 48.3 52
4 48.3 52
4.2 48.4 52
4.4 48.4 52
4.6 48.4 52
4.9 48.4 52
5.1 48.4 52.1
5.3 48.5 52.1
5.6 48.5 52.1
5.9 48.5 52.1
6.1 48.6 52.1
6.4 48.7 52.2
6.7 48.7 52.2
7.1 48.8 52.2
7.4 48.9 52.3
7.7 49 52.3
8.1 49.2 52.4
8.5 49.3 52.5
8.9 49.5 52.6
9.3 49.7 52.7
9.8 50 52.8
10.2 50.2 53
10.7 50.5 53.2
11.2 50.9 53.4
11.8 51.2 53.6
12.3 51.6 53.9
12.9 52.1 54.2
13.5 52.6 54.5
14.2 53.1 54.9
14.8 53.6 55.4
15.6 54.2 55.8
16.3 54.8 56.3
17.1 55.4 56.9
17.9 56 57.4
18.7 56.7 58
19.6 57.4 58.6
20.6 58.1 59.3
21.5 58.8 59.9
22.6 59.5 60.6
23.6 60.3 61.3
24.8 61 62
26 61.8 62.7
27.2 62.6 63.4
28.5 63.3 64.2
29.8 64.1 64.9
31.3 64.9 65.6
32.7 65.7 66.4
34.3 66.5 67.1
35.9 67.3 67.9
37.6 68.1 68.6
39.4 68.9 69.4
41.3 69.7 70.1
43.3 70.5 70.9
45.3 71.3 71.7
47.5 72.1 72.5
49.8 72.8 73.2
52.1 73.6 74
54.6 74.4 74.8
57.2 75.2 75.6
59.9 76 76.4
62.8 76.7 77.2
65.8 77.5 78.1
68.9 78.2 78.9
72.2 79 79.7
75.6 79.8 80.5
79.2 80.5 81.3
83 81.3 82.1
87 82.1 82.9
91.1 82.8 83.8
95.5 83.6 84.6
100 84.3 85.4
Updated: 8/24/2017
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