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Pavement Effects Implementation Study - Appendix B

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

Speed (mph)  Lower CI Limit (dBA)  Upper CI Limit
1 49.8 50.5
1 49.8 50.5
1.1 49.8 50.6
1.1 49.8 50.6
1.2 49.8 50.6
1.3 49.8 50.6
1.3 49.8 50.6
1.4 49.8 50.6
1.5 49.8 50.6
1.5 49.8 50.6
1.6 49.8 50.6
1.7 49.8 50.6
1.7 49.8 50.6
1.8 49.9 50.6
1.9 49.9 50.7
2 49.9 50.7
2.1 49.9 50.7
2.2 49.9 50.7
2.3 49.9 50.8
2.4 50 50.8
2.5 50 50.8
2.7 50 50.9
2.8 50 50.9
2.9 50 51
3.1 50.1 51
3.2 50.1 51.1
3.4 50.1 51.2
3.5 50.2 51.2
3.7 50.2 51.3
3.9 50.3 51.4
4 50.3 51.5
4.2 50.4 51.6
4.4 50.5 51.8
4.6 50.6 51.9
4.9 50.6 52.1
5.1 50.7 52.2
5.3 50.8 52.4
5.6 51 52.6
5.9 51.1 52.8
6.1 51.3 53
6.4 51.4 53.2
6.7 51.6 53.4
7.1 51.8 53.7
7.4 52 53.9
7.7 52.2 54.2
8.1 52.5 54.5
8.5 52.8 54.8
8.9 53.1 55
9.3 53.4 55.4
9.8 53.7 55.7
10.2 54 56
10.7 54.4 56.3
11.2 54.7 56.7
11.8 55.1 57
12.3 55.5 57.4
12.9 55.9 57.8
13.5 56.4 58.2
14.2 56.8 58.5
14.8 57.2 58.9
15.6 57.7 59.3
16.3 58.2 59.7
17.1 58.6 60.1
17.9 59.1 60.5
18.7 59.6 61
19.6 60.1 61.4
20.6 60.6 61.8
21.5 61.1 62.2
22.6 61.6 62.7
23.6 62.1 63.1
24.8 62.7 63.5
26 63.2 64
27.2 63.7 64.4
28.5 64.2 64.9
29.8 64.8 65.3
31.3 65.3 65.8
32.7 65.8 66.2
34.3 66.3 66.7
35.9 66.9 67.1
37.6 67.4 67.6
39.4 67.9 68.1
41.3 68.3 68.6
43.3 68.8 69.1
45.3 69.3 69.7
47.5 69.7 70.2
49.8 70.2 70.7
52.1 70.6 71.3
54.6 71.1 71.8
57.2 71.6 72.4
59.9 72 72.9
62.8 72.5 73.5
65.8 72.9 74
68.9 73.4 74.6
72.2 73.8 75.1
75.6 74.3 75.6
79.2 74.8 76.2
83 75.2 76.7
87 75.7 77.3
91.1 76.1 77.8
95.5 76.6 78.4
100 77 78.9
Updated: 8/24/2017
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