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Pavement Effects Implementation Study - Appendix B

Figure 16 - Example of Spectral Modeling Using only low 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 32.8 43.6 49.5 52.2 53.8 55.2 56.8 59 61.9 65.5 68.9 72.4 75.5 77.5 78.6 78.3 76.8 74.1 70.3 65.7 61.1 56.8 53.5 52.2
70 31.6 41.4 46.8 49.3 50.7 52.1 53.6 55.7 58.4 61.7 64.9 68 70.7 72.4 73.2 72.8 71.3 68.8 65.3 61.1 56.9 52.9 49.6 47.7
60 30.4 39.3 44.1 46.3 47.6 48.9 50.4 52.4 54.9 57.9 60.8 63.5 65.8 67.3 67.9 67.3 65.9 63.5 60.3 56.5 52.7 49 45.6 43.2
50 29.2 37.2 41.4 43.4 44.6 45.8 47.2 49 51.4 54.1 56.7 59.1 61 62.2 62.5 61.9 60.4 58.2 55.3 51.9 48.5 45.1 41.7 38.7
40 27.9 35 38.7 40.4 41.5 42.6 44 45.7 47.9 50.3 52.6 54.6 56.2 57.1 57.1 56.4 54.9 52.9 50.3 47.3 44.3 41.2 37.8 34.2
30 26.7 32.9 36 37.5 38.4 39.5 40.8 42.4 44.4 46.6 48.5 50.2 51.4 51.9 51.8 50.9 49.5 47.6 45.3 42.7 40.1 37.3 33.8 29.7
20 25.5 30.7 33.3 34.5 35.3 36.3 37.5 39.1 40.9 42.8 44.4 45.8 46.6 46.8 46.4 45.4 44 42.3 40.3 38.1 35.9 33.3 29.9 25.3
10 24.3 28.6 30.7 31.6 32.3 33.2 34.3 35.7 37.4 39 40.3 41.3 41.8 41.7 41.1 39.9 38.5 37 35.3 33.5 31.7 29.4 26 20.8
Updated: 8/24/2017
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