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Pavement Effects Implementation Study - Appendix B

Figure 17 - Example of Spectral Modeling Using only mid speed data 45 to 65 mph - 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 31.2 40.3 44.3 45.7 46.5 47.7 49.6 52.3 55.9 60 63.6 66.9 69.4 70.5 70.4 68.9 66.4 63.1 59.3 55.3 51.9 48.9 46.5 44.6
70 30.6 39.3 43.4 45 45.9 47 48.7 51.2 54.3 57.8 61.1 64.1 66.4 67.5 67.6 66.4 64.2 61.3 57.8 53.9 50.5 47.4 44.8 42.6
60 30 38.4 42.5 44.3 45.3 46.4 47.9 50 52.6 55.7 58.6 61.3 63.4 64.5 64.7 63.8 62 59.5 56.2 52.6 49.2 45.9 43 40.6
50 29.5 37.5 41.7 43.6 44.7 45.7 47 48.8 51 53.6 56.1 58.4 60.4 61.5 61.9 61.3 59.8 57.6 54.7 51.2 47.8 44.4 41.2 38.6
40 28.9 36.5 40.8 42.9 44.1 45.1 46.2 47.6 49.3 51.5 53.6 55.6 57.4 58.5 59 58.7 57.6 55.8 53.2 49.9 46.5 42.9 39.4 36.6
30 28.3 35.6 39.9 42.1 43.5 44.4 45.3 46.4 47.7 49.4 51 52.8 54.4 55.5 56.2 56.2 55.4 53.9 51.6 48.5 45.2 41.4 37.7 34.6
20 27.8 34.6 39 41.4 42.8 43.8 44.5 45.2 46.1 47.2 48.5 50 51.4 52.6 53.4 53.6 53.2 52.1 50.1 47.2 43.8 39.9 35.9 32.6
10 27.2 33.7 38.1 40.7 42.2 43.1 43.6 44 44.4 45.1 46 47.1 48.4 49.6 50.5 51.1 51 50.3 48.6 45.8 42.5 38.4 34.1 30.6
Updated: 8/24/2017
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