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A B C D E <br /> 8 SEGMENT 1 2 3 4 <br /> 9 INPUTS TO MODEL <br /> 10 Se ment Name <br /> 11 Average Daily Traffic 5720 7170 #REF! #REF! <br /> 12 % Traffic, Day 90 90 90 90 <br /> 13 % Traffic, Night 10 10 10 10 <br /> 14 % Medium Trucks (2 axle) 5 5 3 3 <br /> 15 % Heavy Trucks (3+ axle) 2 2 2 2 <br /> 16 Speed (mph) <br /> 17 Auto 45 45 45 35 <br /> 18 Medium Truck 35 35 45 35 <br /> 19 Heavy Truck 25 25 35 25 <br /> 20 Hard ( 10) or Soft ( 15) Site 15 15 15 15 <br /> 21 Ref dist (ft) to ROW 50 50 50 50 <br /> 22 Ft from ROW to CL near lane 23 17 33 23 <br /> 23 Ft from ROW to CL far lane 49 67 107 49 <br /> 24 Up rade Adjustment Trucks 0 0 0 0 <br /> 25 s2%=0;3-4%=2;5-6%=3;7+=5 <br /> 26 Distance observer - barrier 0 0 0 0 <br /> 27 Auto attenuation (+) 0 0 0 0 <br /> 28 Medium Truck atten (+) 0 0 0 0 <br /> 29 Heavy Truck atten + 0 0 0 0 <br /> 30 MAKE NO CHANGES BELOW THIS LINE <br /> 31 MODEL RESULTS <br /> 32 SEGMENT 1 2 3 4 <br /> 33 <br /> 34 Ldn @ REF. DISTANCE 1 62.1 62.9 #REF! #REF! <br /> 35 DISTANCE TO Ldn CONTOURS (feet from edge of right of way) <br /> 36 55 dB 220 258 #REF! #REF! <br /> 37 60 dB 83 99 #REF! #REF! <br /> 38 65 dB 20 25 #REF! #REF! <br /> 39 70 dB -10 -9 #REF! #REF! <br /> 40 75 dB -23 -251 #REF! #REF! <br /> 41 <br /> 42 Source: FHWA RD-77-108; Caltrans Calveno Noise Curves <br /> 43 <br /> 44 <br /> Date of Analysis: 5/23/22 Time: 3:14 PM <br />