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Pavement Effects Implementation Study - Appendix B

Figure 22 - Spectral REMELs Derived from 10 mph Speed Bins - modeled

Speed (mph)  1/3 OB Levels Measured (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
17.8 31.6 33.6 48.4 35.1 37.2 45.1 40.8 41.4 44.5 43.1 44.6 47.6 50 51.2 49.4 47.2 46 45 43.8 43.2 41.6 39.6 36.4 31.3
27.1 34.1 36 45.7 43.5 44.1 43.3 44 45.6 45.3 46.3 49.3 50.6 52.3 52.5 51.7 50.1 48.5 46.7 44.9 42.9 41.3 38.5 35.1 31.2
34.4 35.4 38.3 42 50 48.9 46.3 51.4 50.3 49.3 49.1 51.9 53.6 56.5 57.4 56.1 54.7 52.6 51 48.3 45.8 44.6 42 43.9 33
45.7 31.5 39.1 48.3 49 50.6 52.2 52.7 53.3 52.7 54.8 56.3 58.4 61.7 62.8 62.2 61.1 59.2 57.1 54.5 50.8 48.3 45.8 43.3 37.9
55.8 32.6 39 46 50 53.2 52.6 52.7 53.3 53.9 56.2 58.5 62.4 65.9 66.4 65.7 65 63 59.6 56 53.1 50.4 47.7 44.9 40.3
63.7 36.3 38.4 45.1 50.5 51.5 51.5 51.7 53 55.2 56.1 60.7 64.9 67.7 68.2 67.2 65.7 63.6 60.3 57 54 51.4 48.9 46.1 41.9
72 35.2 39.5 44.2 53.1 51.1 51.2 52.5 53.9 55.7 57.2 61.3 65.4 69.2 69.6 68.8 67 64.8 61.5 58.3 55.2 52.8 50.3 47.7 43.6
Updated: 8/24/2017
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