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Pavement Effects Implementation Study - Appendix B

Figure 21 - Spectral REMELs Derived from 5 mph Speed Bins - measured

Speed (mph)  1/3 OB Levels Modeled (dBA)                                               
  50.0 Hz 63.0 Hz 80.0 Hz 100.0 Hz 125.0 Hz 160.0 Hz 200.0 Hz 250.0 Hz 315.0 Hz 400.0 Hz 500.0 Hz 630.0 Hz 800.0 Hz 1000.0 Hz 1250.0 Hz 1600.0 Hz 2000.0 Hz 2500.0 Hz 3150.0 Hz 4000.0 Hz 5000.0 Hz 6300.0 Hz 8000.0 Hz 10000.0 Hz
80 33.9 43.5 48.5 50.9 52.3 53.8 55.5 57.7 60.5 63.7 66.7 69.5 71.7 72.9 73.1 72.1 70.2 67.5 64 60 56.3 52.9 50.1 48.4
70 33.5 42.6 47.5 49.6 50.9 52.1 53.5 55.4 57.9 60.7 63.4 65.8 67.7 68.7 68.9 68 66.2 63.6 60.4 56.8 53.4 50.1 47.3 45.1
60 33.1 41.8 46.4 48.4 49.4 50.4 51.6 53.2 55.3 57.7 60 62.1 63.8 64.6 64.7 63.8 62.1 59.8 56.9 53.6 50.5 47.3 44.4 41.8
50 32.7 41 45.3 47.1 48 48.8 49.7 51 52.7 54.8 56.7 58.5 59.8 60.5 60.5 59.6 58.1 56 53.4 50.4 47.5 44.6 41.5 38.5
40 32.3 40.2 44.2 45.9 46.6 47.1 47.8 48.8 50.1 51.8 53.4 54.8 55.9 56.4 56.3 55.4 54 52.1 49.8 47.2 44.6 41.8 38.7 35.3
30 31.9 39.4 43.2 44.6 45.1 45.4 45.8 46.5 47.6 48.8 50.1 51.2 52 52.3 52 51.2 49.9 48.3 46.3 43.9 41.6 39 35.8 32
20 31.4 38.6 42.1 43.4 43.7 43.8 43.9 44.3 45 45.9 46.7 47.5 48 48.1 47.8 47 45.9 44.5 42.7 40.7 38.7 36.2 32.9 28.7
10 31 37.8 41 42.1 42.3 42.1 42 42.1 42.4 42.9 43.4 43.9 44.1 44 43.6 42.8 41.8 40.6 39.2 37.5 35.7 33.4 30.1 25.4
Updated: 8/24/2017
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