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Pavement Effects Implementation Study - Appendix B

Figure 20 - Example of Spectral Modeling Using only high speed data > 50 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 32.9 40.9 44.6 46.1 47 48.4 50.3 53 56.4 60.2 63.5 66.4 68.5 69.4 69.1 67.5 65.1 62 58.4 54.7 51.6 48.8 46.5 44.4
70 31.6 39.7 43.6 45.2 46.2 47.4 49.2 51.6 54.6 58 61.1 63.9 65.9 66.9 66.9 65.6 63.5 60.7 57.3 53.6 50.4 47.4 44.8 42.5
60 30.2 38.5 42.7 44.4 45.4 46.5 48 50.1 52.7 55.8 58.6 61.3 63.3 64.5 64.7 63.7 62 59.4 56.2 52.6 49.2 45.9 43 40.7
50 28.9 37.3 41.7 43.6 44.6 45.6 46.9 48.6 50.9 53.6 56.2 58.7 60.8 62 62.4 61.9 60.4 58.1 55.1 51.5 48 44.5 41.3 38.8
40 27.6 36.1 40.7 42.8 43.8 44.7 45.7 47.1 49 51.4 53.8 56.1 58.2 59.6 60.2 60 58.9 56.9 54 50.5 46.8 43.1 39.5 36.9
30 26.3 34.9 39.7 42 43.1 43.8 44.6 45.6 47.2 49.2 51.3 53.5 55.6 57.1 58 58.1 57.3 55.6 52.9 49.4 45.6 41.6 37.8 35
20 25 33.7 38.8 41.2 42.3 42.9 43.4 44.2 45.3 47 48.9 51 53.1 54.7 55.8 56.3 55.7 54.3 51.8 48.3 44.5 40.2 36.1 33.2
10 23.7 32.5 37.8 40.3 41.5 42 42.3 42.7 43.5 44.8 46.4 48.4 50.5 52.3 53.6 54.4 54.2 53 50.7 47.3 43.3 38.8 34.3 31.3
Updated: 8/24/2017
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