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Pavement Effects Implementation Study - Appendix B

Figure 22 - Spectral REMELs Derived from 10 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 33.1 43.7 49.3 51.9 53.3 54.6 56 58 60.6 63.7 66.6 69.3 71.5 72.8 73 72 70 67.1 63.4 59.1 55.2 51.5 48.6 47.1
70 32.9 42.9 48.1 50.4 51.6 52.7 53.9 55.7 58.1 60.8 63.5 66 67.9 69 69.1 68.2 66.3 63.7 60.3 56.4 52.8 49.4 46.5 44.5
60 32.6 42.1 46.9 48.9 49.9 50.8 51.9 53.4 55.5 58 60.4 62.6 64.3 65.2 65.3 64.3 62.6 60.2 57.2 53.8 50.5 47.3 44.4 41.8
50 32.4 41.3 45.7 47.5 48.2 48.9 49.8 51.1 53 55.2 57.3 59.2 60.7 61.4 61.4 60.5 58.9 56.7 54.1 51.1 48.2 45.3 42.3 39.1
40 32.1 40.5 44.5 46 46.6 47 47.7 48.8 50.4 52.4 54.2 55.9 57.1 57.7 57.6 56.7 55.2 53.3 51 48.4 45.9 43.2 40.1 36.5
30 31.9 39.7 43.4 44.6 44.9 45.1 45.6 46.5 47.9 49.5 51.1 52.5 53.5 53.9 53.7 52.8 51.5 49.8 47.9 45.7 43.6 41.2 38 33.8
20 31.6 38.9 42.2 43.1 43.2 43.2 43.5 44.2 45.3 46.7 48 49.1 49.9 50.1 49.8 49 47.8 46.4 44.7 43 41.3 39.1 35.9 31.2
10 31.3 38.1 41 41.6 41.5 41.3 41.4 41.9 42.8 43.9 44.9 45.8 46.3 46.3 46 45.1 44.1 42.9 41.6 40.3 38.9 37 33.8 28.5
Updated: 8/24/2017
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