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Pavement Effects Implementation Study - Appendix B

Figure 19 - Example of Spectral Modeling Using only high speed data > 30 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 42.2 46.7 48.5 49.5 50.6 52.3 54.6 57.7 61.3 64.7 67.8 70.3 71.7 71.9 70.9 68.8 65.8 62.1 57.9 54.2 50.9 48.5 47.3
70 31.6 40.4 44.7 46.5 47.5 48.6 50.2 52.4 55.2 58.5 61.7 64.5 66.8 68.1 68.3 67.3 65.4 62.6 59.1 55.3 51.7 48.5 45.8 44
60 30.3 38.5 42.7 44.4 45.4 46.6 48 50.1 52.8 55.8 58.6 61.3 63.3 64.4 64.6 63.7 61.9 59.4 56.2 52.6 49.2 46 43 40.7
50 29 36.7 40.6 42.4 43.4 44.5 45.9 47.9 50.3 53.1 55.6 58 59.8 60.8 61 60.1 58.5 56.2 53.3 49.9 46.7 43.5 40.3 37.4
40 27.7 34.9 38.6 40.3 41.4 42.5 43.8 45.6 47.8 50.3 52.6 54.7 56.3 57.2 57.3 56.5 55 53 50.3 47.2 44.2 41 37.6 34.1
30 26.5 33.1 36.6 38.3 39.3 40.4 41.7 43.3 45.3 47.6 49.6 51.4 52.8 53.6 53.6 52.9 51.6 49.7 47.4 44.6 41.7 38.5 34.9 30.7
20 25.2 31.2 34.6 36.2 37.3 38.4 39.6 41.1 42.9 44.8 46.6 48.2 49.4 49.9 50 49.3 48.2 46.5 44.4 41.9 39.2 36.1 32.1 27.4
10 23.9 29.4 32.5 34.2 35.2 36.4 37.5 38.8 40.4 42.1 43.6 44.9 45.9 46.3 46.3 45.7 44.7 43.3 41.5 39.2 36.7 33.6 29.4 24.1
Updated: 8/24/2017
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