Pavement Effects Implementation Study - Appendix B

Figure 24 - Measured Data REMEL Curve - mean data

Modeled Speed (mph)	CI Lower Limit (dBA)	Energy Mean (dBA)	CI Upper Limit (dBA)
1	48	48.7	49.5
1	48	48.7	49.5
1.1	48	48.7	49.5
1.1	48	48.7	49.5
1.2	48	48.7	49.5
1.3	48	48.7	49.5
1.3	48	48.7	49.5
1.4	48	48.7	49.5
1.4	48	48.7	49.5
1.5	48	48.7	49.5
1.6	48	48.7	49.5
1.6	48	48.7	49.5
1.7	48	48.7	49.5
1.8	48	48.7	49.5
1.9	48	48.7	49.5
2	48	48.7	49.5
2.1	48	48.7	49.5
2.1	48	48.7	49.5
2.2	48	48.7	49.5
2.3	48	48.7	49.5
2.5	48	48.7	49.5
2.6	48	48.7	49.5
2.7	48	48.7	49.5
2.8	48	48.8	49.5
2.9	48	48.8	49.5
3.1	48	48.8	49.5
3.2	48	48.8	49.5
3.4	48	48.8	49.5
3.5	48	48.8	49.5
3.7	48	48.8	49.5
3.8	48	48.8	49.5
4	48	48.8	49.6
4.2	48	48.8	49.6
4.4	48	48.8	49.6
4.6	48	48.8	49.6
4.8	48	48.8	49.6
5	48.1	48.8	49.6
5.3	48.1	48.8	49.6
5.5	48.1	48.9	49.6
5.8	48.1	48.9	49.6
6	48.2	48.9	49.7
6.3	48.2	48.9	49.7
6.6	48.3	49	49.7
6.9	48.3	49	49.8
7.2	48.4	49.1	49.8
7.5	48.4	49.2	49.9
7.9	48.5	49.2	49.9
8.2	48.6	49.3	50
8.6	48.8	49.4	50.1
9	48.9	49.5	50.2
9.4	49	49.7	50.3
9.9	49.2	49.8	50.5
10.3	49.4	50	50.6
10.8	49.7	50.2	50.8
11.3	49.9	50.5	51.1
11.8	50.2	50.8	51.3
12.3	50.5	51.1	51.6
12.9	50.9	51.4	51.9
13.5	51.3	51.8	52.3
14.1	51.7	52.2	52.7
14.8	52.1	52.6	53.1
15.4	52.6	53.1	53.6
16.2	53.1	53.6	54.1
16.9	53.7	54.1	54.6
17.7	54.2	54.7	55.2
18.5	54.8	55.3	55.8
19.3	55.4	55.9	56.4
20.2	56.1	56.6	57
21.1	56.8	57.2	57.7
22.1	57.4	57.9	58.3
23.1	58.1	58.6	59
24.2	58.9	59.3	59.7
25.3	59.6	60	60.4
26.5	60.3	60.7	61.1
27.7	61.1	61.4	61.8
29	61.8	62.2	62.5
30.3	62.6	62.9	63.2
31.7	63.4	63.7	64
33.1	64.1	64.4	64.7
34.6	64.9	65.2	65.4
36.2	65.7	65.9	66.2
37.9	66.5	66.7	66.9
39.6	67.3	67.5	67.7
41.5	68	68.2	68.4
43.4	68.8	69	69.2
45.3	69.6	69.8	69.9
47.4	70.4	70.5	70.7
49.6	71.2	71.3	71.5
51.9	71.9	72.1	72.2
54.3	72.7	72.9	73
56.8	73.5	73.6	73.8
59.4	74.2	74.4	74.6
62.1	75	75.2	75.4
64.9	75.7	76	76.2
67.9	76.5	76.7	77
71	77.2	77.5	77.8
74.3	78	78.3	78.6
77.7	78.7	79.1	79.4
81.3	79.5	79.8	80.2
85	80.3	80.6	81