Grantland Av Road 0.0
N. Grantland Ave - W Shields
Avenue to W Road 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 18.6 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 25.7 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 28.5 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 31.4 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 36.2 0.0
N. Valentine Ave - N.
Parkway Drive to W Road 34.7 0.0
N. Valentine Ave - W Shields
Avenue to W Road 39.0 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 48.1 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 74.1 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 75.6 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 45.7 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 81.9 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 51 Fresno West EIR
Assessed contribution level - Situatiion 1: Outdoor SP 9 Source Source typeTr. lane LrD
dB(A)
A
dB
Bullard Ave - N. Grantland
Ave to N. Bry Road 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 0.0
N. Grantland Ave - W.
Dakota Avenue to W Road 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 52 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
Receiver 1 Fl G LrD,lim dB(A) LrD 78.
9 dB(A)
W. Gettysburg Ave - West of N.
Bryan Ave CNEL 19.6 -6.2 1.7 6.0 8.0 9.0 9.8 10.5 11.1 10.4 9.5 9.7 8.3 1.7 -3.9 -18.8 -30.9 -45.1 -63.4 -78.3 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 45.0 16.2 25.5 30.2 32.4 33.6 34.9 36.1 37.0 36.2 34.7 35.1 33.4 30.2 27.2 20.8 9.8 -5.9 -30.7 -68.6 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 44.3 14.4 23.6 28.4 30.6 31.8 33.1 34.5 36.0 35.6 34.5 35.2 33.8 31.2 28.6 23.0 13.1 -0.7 -22.4 -56.2 -98.0 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 78.8 40.8 50.2 55.1 57.4 58.9 60.6 62.8 66.4 67.5 68.2 70.7 71.5 70.3 69.6 66.9 63.5 60.7 57.3 55.5 51.5 45.7 47.0 43.5 37.7 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 34.9 6.5 15.1 19.7 21.8 23.0 23.9 24.8 25.8 25.9 25.7 26.3 25.4 19.4 14.2 0.2 -11.0 -23.5 -38.3 -52.0 -78.6 -82.7 -86.0 -91.2 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 33.2 5.6 14.1 18.7 20.8 21.9 22.8 23.6 24.3 24.1 23.8 24.3 23.2 16.9 11.6 -3.2 -15.0 -28.5 -46.9 -62.7 -93.4 -97.5 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 25.1 0.5 7.9 12.1 14.0 15.0 15.8 16.5 16.9 15.8 14.4 14.2 12.5 5.6 0.6 -14.8 -24.2 -37.3 -59.3 -77.8 W. Shaw Ave - N. Grantland
Ave to N. CNEL 35.5 6.7 15.3 19.9 22.1 23.2 24.2 25.1 26.4 26.5 26.5 27.2 26.4 20.4 15.4 2.1 -8.6 -20.8 -33.7 -46.0 -70.3 -74.4 -77.7 -82.9 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 24.8 -1.6 6.9 11.5 13.6 14.7 15.5 16.0 15.9 15.3 14.5 14.5 13.0 6.1 0.1 -15.5 -29.5 -46.2 -72.1 -93.0 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 22.0 -4.0 4.5 9.1 11.2 12.2 13.0 13.5 13.1 12.3 11.3 11.2 9.6 2.4 -3.4 -19.4 -31.8 -47.7 -77.7 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 22.4 -2.5 5.7 10.1 12.1 13.1 13.8 14.2 13.5 12.4 11.0 10.6 8.7 1.1 -4.7 -21.3 -33.5 -50.1 -82.3 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 22.4 -2.3 5.1 9.2 11.2 12.2 13.0 13.7 14.2 13.1 11.8 11.7 10.0 3.3 -2.5 -17.7 -30.1 -44.6 -62.8 -78.5 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 22.5 -2.6 5.2 9.5 11.5 12.5 13.2 13.8 14.0 13.1 11.9 11.8 10.2 3.2 -2.2 -17.7 -28.5 -42.6 -66.6 -86.1 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 16.2 -8.6 -0.8 3.5 5.5 6.5 7.2 7.7 7.6 6.5 5.1 4.9 3.1 -4.1 -9.6 -25.6 -36.4 -51.3 -79.0 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 25.5 -1.0 7.5 12.1 14.2 15.2 16.0 16.6 16.7 16.1 15.4 15.5 14.0 7.3 1.4 -13.9 -27.4 -43.9 -70.5 -88.7 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 35.1 6.2 14.8 19.4 21.6 22.7 23.7 24.7 26.0 26.1 26.1 26.9 26.1 20.2 15.1 1.7 -9.4 -20.8 -32.9 -45.5 -69.3 -73.5 -76.8 -82.0 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 36.4 8.6 16.5 20.9 22.9 24.0 25.0 26.0 27.6 27.4 27.2 27.8 26.8 22.1 20.5 15.1 8.7 -0.6 -12.9 -29.9 -47.1 -72.3 -51.0 -54.1 -58.8 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 25.5 0.5 8.3 12.6 14.5 15.4 15.9 16.1 15.6 15.7 15.7 15.7 14.4 8.0 6.1 -2.1 -10.7 -23.4 -43.7 -75.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 1 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 26.8 -0.1 8.1 12.6 14.6 15.6 16.3 16.7 16.8 17.3 17.7 18.2 17.3 10.6 6.5 -7.5 -15.0 -26.6 -45.0 -68.1 -96.4 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 25.8 -0.6 7.6 12.1 14.1 15.1 15.7 16.1 15.9 16.3 16.5 16.8 15.9 9.0 4.3 -10.6 -19.7 -32.4 -54.4 -77.2 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 27.6 3.2 10.6 14.7 16.6 17.6 18.4 19.0 19.3 18.1 16.6 16.4 14.6 7.6 2.2 -13.3 -23.8 -37.5 -59.9 -78.7 N. Polk Ave - North of W. Shaw
Avenue CNEL 19.1 -5.6 1.8 5.9 7.8 8.9 9.7 10.4 10.9 9.8 8.5 8.4 6.8 0.0 -5.7 -20.9 -33.2 -47.2 -65.3 -81.7 Bullard Ave - N Garfield to N.
Grantland CNEL 30.9 2.8 10.7 15.1 17.1 18.3 19.3 20.4 22.1 22.1 22.0 22.7 21.7 16.0 10.7 -0.2 -10.5 -18.5 -24.0 -31.1 -46.6 -70.1 -50.4 -53.5 -58.3 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 28.1 -0.3 7.9 12.4 14.5 15.6 16.6 17.7 19.1 19.2 19.1 19.8 19.0 13.1 8.2 -4.6 -14.8 -24.9 -33.8 -43.3 -62.2 -90.3 -66.2 -69.4 -74.4 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 42.7 13.6 21.5 25.9 27.9 29.1 30.2 31.4 33.4 33.6 33.7 34.6 33.9 29.9 27.6 24.4 19.1 11.6 2.8 -3.5 -12.5 -25.7 -16.4 -19.5 -24.2 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 34.6 5.4 13.3 17.6 19.7 20.9 22.0 23.3 25.4 25.7 26.0 26.9 26.3 21.1 15.8 12.2 2.1 -2.6 -5.5 -7.5 -15.4 -27.5 -19.2 -22.4 -27.1 Bullard Ave - N. Grantland
Avenue to N. CNEL 40.7 11.7 19.6 24.0 26.0 27.2 28.3 29.6 31.6 31.8 32.0 32.9 32.1 26.7 21.3 16.2 8.5 2.8 -1.2 -3.9 -12.3 -25.0 -16.2 -19.3 -24.0 N. Grantland Ave - N. Parkway
Drive to W CNEL 61.6 28.4 36.4 40.8 42.9 44.2 45.5 47.0 49.4 50.3 51.2 53.2 54.2 52.2 51.6 49.2 46.2 44.0 41.3 39.6 35.4 28.6 31.3 28.3 24.1 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 24.9 -0.9 7.3 11.8 13.7 14.7 15.3 15.5 15.0 15.2 15.3 15.4 14.2 7.1 2.5 -12.7 -21.8 -35.2 -60.3 -85.6 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 20.8 -4.0 4.2 8.6 10.6 11.5 12.0 12.1 10.7 10.5 10.2 10.0 8.4 0.7 -4.5 -20.7 -31.4 -46.8 -78.0 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 24.3 -2.0 6.5 11.1 13.2 14.3 15.0 15.6 15.4 14.7 13.8 13.7 12.1 6.2 3.6 -4.7 -15.0 -30.0 -54.7 -90.3 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 21.4 -4.1 4.1 8.5 10.5 11.4 12.0 12.2 11.4 11.5 11.5 11.5 10.2 3.0 -2.3 -18.0 -28.7 -43.1 -72.3 -95.5 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 25.6 0.2 8.4 12.8 14.9 15.9 16.6 17.1 16.8 15.9 14.7 14.6 12.9 5.7 -0.1 -16.1 -28.1 -43.5 -72.2 -94.0 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 18.5 -4.2 3.1 7.2 8.9 9.7 10.0 9.9 8.4 7.8 7.1 6.6 4.7 -3.2 -9.2 -25.7 -38.1 -54.2 -89.0 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 21.6 -3.2 4.9 9.4 11.4 12.4 13.0 13.4 12.7 11.6 10.2 9.7 7.8 0.2 -5.8 -22.4 -35.1 -51.9 -84.6 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 22.9 -2.0 6.2 10.7 12.7 13.6 14.0 14.1 12.8 12.6 12.3 12.1 10.6 3.1 -3.4 -19.2 -34.1 -51.6 -82.7 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 29.5 0.5 8.7 13.3 15.4 16.5 17.6 18.7 20.4 20.6 20.7 21.5 20.7 15.1 10.0 -1.5 -11.0 -20.3 -26.7 -34.4 -50.2 -74.3 -54.2 -57.4 -62.4 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 2 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Grantland Ave - W. Shaw
Avenue to W. CNEL 29.8 3.3 11.1 15.4 17.5 18.5 19.4 20.2 21.2 20.8 20.1 20.4 19.2 13.6 12.0 4.9 -2.5 -13.5 -29.5 -53.5 -79.6 -83.5 -86.6 -91.3 Receiver 2 Fl G LrD,lim dB(A) LrD 69.
1 dB(A)
W. Gettysburg Ave - West of N.
Bryan Ave CNEL 34.1 5.0 12.9 17.3 19.4 20.5 21.7 23.0 25.0 25.3 25.5 26.3 25.6 20.2 14.7 7.5 1.4 -3.8 -6.8 -9.6 -18.0 -31.0 -21.9 -25.0 -29.7 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 43.1 14.8 24.0 28.7 30.9 32.1 33.3 34.5 35.3 34.4 32.6 32.7 30.7 24.7 21.2 10.6 -0.4 -16.5 -43.7 -76.2 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 53.3 22.3 31.6 36.3 38.6 39.9 41.3 42.8 45.1 45.0 44.1 45.1 43.8 38.5 34.5 22.1 13.5 2.3 -11.4 -24.3 -47.6 -81.0 -52.0 -55.6 -61.7 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 42.0 12.7 22.0 26.7 29.0 30.2 31.4 32.8 34.2 33.6 32.2 32.6 30.9 25.0 19.9 4.5 -5.7 -20.0 -45.0 -65.4 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 52.7 20.3 29.6 34.5 36.7 38.1 39.6 41.4 44.1 44.3 43.9 45.1 44.0 39.1 35.3 25.3 17.6 8.0 -2.0 -12.6 -31.1 -58.1 -35.5 -39.1 -45.2 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 64.8 31.8 41.1 45.9 48.2 49.6 51.1 53.0 56.0 56.4 56.2 57.5 56.6 51.8 46.5 39.5 32.7 25.1 19.5 13.7 1.6 -16.2 -2.8 -6.4 -12.5 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 41.8 13.0 22.2 27.0 29.2 30.4 31.6 32.9 34.0 33.2 31.7 32.0 30.1 23.8 19.9 6.4 -3.2 -18.0 -44.0 -71.5 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 63.4 27.2 35.8 40.6 42.8 44.2 45.5 47.1 49.6 50.9 52.4 54.7 56.1 54.6 54.4 52.6 50.1 48.0 44.8 41.7 36.4 30.1 31.6 28.5 24.8 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 46.6 14.7 23.4 28.0 30.3 31.5 32.7 34.0 36.0 36.8 37.5 38.8 38.5 35.9 34.6 31.8 26.4 19.0 8.8 1.1 -9.1 -22.1 -13.3 -16.6 -21.6 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 34.6 7.2 14.7 18.9 20.9 22.0 23.1 24.2 25.9 25.6 25.2 25.8 24.8 21.0 19.4 15.3 9.0 0.3 -11.0 -26.8 -42.8 -66.7 -46.6 -49.6 -54.0 W. Shaw Ave - N. Grantland
Ave to N. CNEL 63.0 26.7 35.3 40.1 42.3 43.7 45.0 46.6 49.1 50.4 51.9 54.2 55.6 54.1 53.9 52.1 49.7 47.6 44.4 41.4 36.0 29.8 31.1 28.1 24.4 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 36.1 6.2 14.8 19.5 21.7 22.9 23.9 25.1 26.8 27.2 27.5 28.4 27.8 22.2 17.3 5.6 -3.8 -13.0 -20.6 -29.3 -45.8 -70.9 -49.9 -53.2 -58.4 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 32.4 3.0 11.6 16.2 18.4 19.6 20.6 21.7 23.2 23.5 23.6 24.5 23.7 18.0 13.8 2.4 -4.9 -14.6 -26.3 -38.9 -58.3 -86.8 -62.4 -65.7 -70.9 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 33.7 6.1 14.3 18.8 20.9 22.0 22.9 23.8 24.9 24.8 24.5 25.0 24.0 17.8 13.3 0.1 -8.2 -19.1 -33.4 -48.2 -72.3 -76.3 -79.5 -84.5 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 34.9 8.1 16.3 20.8 22.9 23.9 24.8 25.5 26.2 25.8 25.1 25.4 24.2 17.6 12.9 -2.0 -11.0 -23.5 -43.3 -60.6 -91.3 -95.3 -98.5 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 36.7 8.7 16.3 20.5 22.5 23.7 24.8 26.1 28.1 28.0 27.9 28.5 27.5 22.0 16.3 8.7 3.0 -2.1 -4.9 -7.6 -16.0 -29.2 -19.8 -22.8 -27.2 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 34.3 5.9 13.9 18.2 20.3 21.4 22.5 23.6 25.4 25.5 25.5 26.2 25.2 19.5 14.2 7.3 0.2 -7.8 -14.4 -21.0 -33.1 -51.4 -37.0 -40.1 -44.8 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 3 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 25.6 -1.9 6.0 10.3 12.3 13.4 14.4 15.5 17.0 16.8 16.5 17.1 16.1 10.0 6.3 -4.5 -11.2 -20.6 -31.8 -43.4 -61.8 -89.4 -65.6 -68.7 -73.5 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 36.3 6.4 15.0 19.6 21.8 23.0 24.1 25.2 26.9 27.4 27.7 28.6 28.0 22.4 17.5 5.8 -3.7 -12.7 -20.3 -28.9 -45.5 -70.6 -49.7 -53.0 -58.2 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 31.0 5.8 13.7 18.0 19.9 20.9 21.7 22.3 22.5 21.6 20.4 20.3 18.7 11.8 6.3 -9.4 -21.0 -35.5 -60.3 -77.4 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 25.7 -0.3 7.5 11.8 13.7 14.6 15.3 15.7 15.8 16.3 16.6 17.0 16.0 9.4 4.7 -8.8 -17.3 -28.7 -45.9 -67.3 -94.6 -98.9 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 28.1 2.6 10.4 14.7 16.6 17.5 18.1 18.4 18.2 18.5 18.6 18.8 17.8 10.9 6.0 -8.7 -18.3 -30.9 -51.7 -73.4 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 25.2 0.4 8.2 12.5 14.4 15.3 15.7 16.0 15.3 15.4 15.3 15.3 14.0 6.8 1.6 -14.0 -24.6 -38.6 -65.8 -87.2 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 21.8 -2.3 5.5 9.8 11.6 12.5 12.9 13.0 11.8 11.6 11.2 11.0 9.4 1.8 -3.8 -20.0 -31.8 -47.3 -80.6 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 15.9 -7.7 0.1 4.3 6.2 7.0 7.4 7.4 5.7 5.3 4.7 4.2 2.4 -5.5 -11.6 -28.3 -41.1 -58.1 -96.8 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 26.0 -0.6 7.9 12.6 14.7 15.7 16.3 16.7 16.1 16.3 16.5 16.7 15.6 8.5 3.6 -11.7 -22.0 -36.1 -63.1 -88.6 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 26.7 -0.4 8.1 12.8 14.9 15.9 16.6 17.0 16.7 17.1 17.5 17.8 16.9 10.2 4.7 -10.2 -23.1 -38.1 -63.4 -82.8 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 27.8 0.4 9.0 13.7 15.8 16.8 17.5 18.0 17.8 18.3 18.7 19.2 18.3 11.7 6.2 -8.5 -21.1 -35.8 -59.4 -78.2 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 26.7 -0.7 7.9 12.6 14.7 15.7 16.4 16.9 16.7 17.2 17.6 18.1 17.2 10.6 5.1 -9.6 -22.4 -36.9 -60.2 -79.3 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 25.3 -0.8 7.8 12.4 14.5 15.5 16.1 16.3 15.3 15.4 15.4 15.4 14.1 6.8 1.2 -14.7 -26.8 -42.4 -76.0 -98.8 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 19.5 -5.2 3.0 7.5 9.5 10.4 10.8 10.9 9.5 9.2 8.8 8.6 6.9 -0.7 -6.6 -23.1 -35.6 -52.2 -91.3 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 23.5 -1.7 6.4 10.9 12.9 13.9 14.6 15.0 14.6 13.6 12.4 12.2 10.4 3.0 -2.6 -18.5 -30.0 -45.7 -75.1 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 19.3 -6.2 1.9 6.4 8.4 9.4 10.2 10.7 10.5 9.6 8.6 8.4 6.8 -0.2 -6.4 -22.1 -35.9 -52.3 -78.1 -99.1 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 18.0 -7.7 0.5 4.9 7.0 8.0 8.7 9.3 9.2 8.4 7.4 7.4 5.8 -1.1 -7.2 -22.7 -36.4 -52.4 -77.9 -97.5 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 15.6 -10.0 -1.9 2.5 4.5 5.6 6.3 6.8 6.8 6.0 5.0 5.0 3.4 -3.5 -9.7 -25.2 -39.0 -55.0 -79.4 -100.0 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 22.4 -2.5 5.6 10.1 12.1 13.1 13.7 14.1 13.5 12.3 11.0 10.6 8.6 1.1 -4.7 -21.3 -33.4 -50.0 -82.5 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 4 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 44.9 13.1 21.7 26.4 28.6 29.9 31.0 32.3 34.4 35.1 35.9 37.1 36.9 34.2 32.8 30.1 24.8 17.5 7.3 0.6 -10.0 -22.7 -14.2 -17.5 -22.5 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 45.5 16.1 24.0 28.4 30.5 31.6 32.8 34.1 36.2 36.5 36.8 37.8 37.3 32.2 27.2 24.4 14.7 9.6 6.0 4.4 -3.1 -14.6 -7.0 -10.1 -14.8 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 36.3 8.3 16.2 20.5 22.5 23.5 24.3 25.1 26.0 27.0 27.9 28.7 28.0 22.0 16.5 8.0 -0.3 -8.5 -16.6 -26.4 -39.1 -57.8 -43.3 -46.4 -50.7 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 54.8 19.1 27.5 32.1 34.2 35.5 36.6 37.8 39.5 41.5 43.6 45.9 47.5 45.9 46.1 44.6 42.4 40.1 36.0 31.3 25.5 19.3 20.4 17.6 14.7 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 40.6 10.4 18.7 23.3 25.4 26.5 27.5 28.5 29.8 31.1 32.4 33.5 33.1 27.8 22.6 18.3 8.7 2.5 -4.4 -9.4 -18.7 -31.4 -23.3 -26.4 -30.7 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 37.4 10.4 17.8 22.0 24.0 25.1 26.2 27.3 29.0 28.7 28.2 28.7 27.6 21.7 16.5 5.8 -3.7 -12.6 -18.0 -24.7 -39.8 -63.2 -43.5 -46.6 -51.0 N. Polk Ave - North of W. Shaw
Avenue CNEL 28.4 1.2 8.7 12.9 14.9 16.0 17.1 18.2 19.9 19.7 19.2 19.8 18.7 12.8 7.4 -2.8 -12.8 -20.1 -25.0 -31.5 -46.3 -69.0 -50.0 -53.1 -57.5 Bullard Ave - N Garfield to N.
Grantland CNEL 33.3 4.8 12.7 17.0 19.1 20.3 21.3 22.5 24.4 24.5 24.5 25.3 24.3 18.7 13.5 6.9 1.3 -6.0 -12.2 -18.1 -28.6 -44.6 -32.4 -35.6 -40.2 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 38.7 8.0 16.3 20.8 23.0 24.2 25.4 26.7 28.8 29.5 30.1 31.3 31.0 26.4 21.7 17.6 9.0 4.3 0.5 -1.5 -8.1 -18.3 -12.1 -15.4 -20.3 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 41.2 12.6 20.5 24.9 27.0 28.1 29.2 30.4 32.3 32.4 32.4 33.2 32.2 26.6 21.3 14.6 9.0 1.8 -4.2 -9.9 -20.3 -36.3 -24.2 -27.3 -32.0 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 26.4 -1.3 6.6 10.9 13.0 14.1 15.1 16.2 17.7 17.6 17.4 18.0 17.0 11.1 6.8 -3.3 -10.4 -19.4 -29.1 -39.6 -56.5 -81.8 -60.3 -63.5 -68.2 Bullard Ave - N. Grantland
Avenue to N. CNEL 36.5 8.3 16.2 20.5 22.6 23.7 24.8 25.9 27.7 27.7 27.7 28.3 27.4 21.7 16.2 6.5 -3.8 -11.2 -16.0 -22.3 -36.5 -58.0 -40.3 -43.4 -48.2 N. Grantland Ave - N. Parkway
Drive to W CNEL 38.4 10.9 18.8 23.1 25.2 26.3 27.3 28.3 29.8 29.6 29.3 29.9 28.9 22.8 18.9 8.2 1.4 -7.7 -18.1 -29.2 -46.2 -71.7 -50.1 -53.2 -57.9 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 41.1 8.8 17.1 21.6 23.7 24.9 25.8 26.8 28.1 29.6 31.3 33.2 34.4 31.9 31.0 27.4 21.8 13.5 2.8 -16.8 -26.2 -42.0 -31.1 -34.0 -37.4 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 33.4 3.5 11.8 16.3 18.4 19.4 20.2 20.9 21.6 22.7 23.9 25.4 26.3 23.0 21.6 17.1 10.4 0.2 -13.3 -38.4 -63.4 -91.7 -68.0 -71.0 -74.7 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 33.4 4.2 12.7 17.4 19.5 20.7 21.7 22.7 24.2 24.4 24.5 25.3 24.5 18.6 15.4 4.7 -1.7 -11.5 -24.4 -39.4 -59.2 -88.1 -63.3 -66.6 -71.8 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 33.8 4.6 12.9 17.4 19.5 20.6 21.4 22.3 23.3 24.5 25.5 26.4 25.8 20.0 14.8 7.7 0.6 -7.7 -16.5 -29.2 -42.0 -60.9 -46.5 -49.6 -53.9 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 35.5 7.0 15.3 19.8 21.9 23.0 24.0 25.0 26.5 26.6 26.6 27.3 26.4 20.5 16.4 5.4 -1.7 -11.2 -22.5 -34.6 -53.3 -81.0 -57.3 -60.5 -65.4 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 28.2 2.5 9.9 14.0 15.9 16.8 17.4 17.9 18.4 18.9 19.3 19.7 18.8 12.3 8.2 -4.1 -10.6 -20.4 -33.4 -50.6 -70.4 -99.3 -74.4 -77.4 -81.6 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 5 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 33.0 5.4 13.6 18.1 20.2 21.3 22.2 23.1 24.2 24.1 23.8 24.3 23.3 17.1 12.6 -0.6 -8.9 -19.8 -34.1 -49.0 -73.0 -77.0 -80.3 -85.2 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 33.4 6.0 14.2 18.7 20.8 21.8 22.5 23.0 23.3 24.0 24.5 25.1 24.3 17.9 12.7 -1.3 -12.2 -24.8 -41.9 -57.5 -83.0 -87.4 -90.6 -95.1 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 31.0 4.4 12.7 17.2 19.2 20.1 20.8 21.2 21.1 21.5 21.8 22.2 21.2 14.5 9.6 -5.0 -14.6 -27.2 -48.0 -70.1 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 28.0 2.9 10.7 15.0 17.0 18.0 18.7 19.3 19.5 18.6 17.4 17.3 15.7 8.7 3.6 -11.8 -22.0 -35.9 -60.1 -79.8 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 21.5 -3.4 4.4 8.7 10.7 11.7 12.4 13.0 13.0 12.0 10.7 10.5 8.8 1.7 -4.0 -19.8 -31.8 -46.9 -73.9 -91.9 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 26.3 -0.6 7.6 12.1 14.1 15.1 15.8 16.2 16.3 16.8 17.2 17.6 16.8 10.1 5.6 -9.1 -17.6 -29.5 -48.9 -69.7 -97.7 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 29.5 2.8 11.0 15.5 17.5 18.6 19.4 20.1 20.8 20.3 19.7 20.0 18.7 12.2 7.5 -7.5 -16.5 -29.1 -49.0 -66.6 -97.3 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 27.5 1.7 9.9 14.4 16.4 17.3 17.9 18.1 17.6 17.8 17.8 17.9 16.8 9.7 4.5 -11.0 -21.7 -35.7 -63.2 -85.1 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 23.8 -0.4 7.4 11.7 13.6 14.4 14.8 14.9 13.8 13.6 13.3 13.0 11.5 4.0 -1.7 -17.8 -29.9 -45.4 -78.5 N Brawley Ave - N. Parkway
Drive to W. D CNEL 23.0 -0.9 6.9 11.1 13.0 13.8 14.2 14.3 12.9 12.6 12.2 11.8 10.2 2.6 -3.8 -19.7 -34.3 -52.0 -82.4 W. Sheilds Ave - West of N.
Grantland Av CNEL 25.9 -1.3 7.3 12.0 14.1 15.1 15.8 16.2 15.9 16.3 16.6 17.0 16.0 9.3 3.8 -11.1 -23.8 -38.9 -64.5 -83.7 N. Grantland Ave - W Shields
Avenue to W CNEL 25.2 -1.8 6.7 11.4 13.5 14.5 15.3 16.0 16.3 15.9 15.2 15.4 14.2 7.3 3.3 -10.6 -19.1 -32.4 -55.7 -80.4 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 19.4 -7.6 0.5 5.0 7.0 8.0 8.6 9.0 8.7 9.2 9.8 10.6 10.8 6.5 4.1 -1.8 -10.8 -24.5 -44.9 -78.8 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 22.0 -3.8 4.4 8.9 10.9 11.8 12.4 12.6 12.1 12.2 12.3 12.4 11.3 4.0 -0.6 -15.7 -24.9 -38.3 -63.6 -89.4 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 25.7 -0.1 8.0 12.5 14.5 15.5 16.3 16.9 16.9 16.2 15.2 15.2 13.7 6.7 1.4 -14.3 -24.9 -39.3 -65.6 -85.5 N. Cornelia Ave - W Shields
Avenue to W. CNEL 24.3 0.2 8.0 12.3 14.2 15.0 15.4 15.5 14.3 14.1 13.7 13.4 11.8 4.3 -1.5 -17.7 -29.9 -45.5 -79.9 N. Blythe Ave - W Shields
Avenue to W. C CNEL 20.9 -2.8 5.0 9.2 11.1 11.9 12.3 12.3 10.7 10.3 9.8 9.3 7.6 -0.3 -6.3 -22.9 -35.8 -52.5 -90.9 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 21.4 -3.2 5.0 9.4 11.4 12.3 12.8 12.8 11.3 11.0 10.6 10.2 8.6 0.8 -5.0 -21.6 -34.1 -50.8 -88.8 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 37.9 7.2 15.5 20.0 22.2 23.4 24.6 25.9 28.0 28.7 29.3 30.6 30.3 25.7 21.0 17.2 8.4 3.6 -0.2 -2.2 -8.8 -19.1 -12.8 -16.0 -21.0 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 6 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Grantland Ave - W. Shaw
Avenue to W. CNEL 42.1 12.9 20.8 25.2 27.3 28.5 29.6 30.9 32.9 33.2 33.5 34.4 33.7 28.6 23.5 19.8 10.9 5.5 1.4 -0.7 -8.5 -20.4 -12.4 -15.5 -20.2 N. Grantland Ave - W. Dakota
Avenue to W CNEL 29.5 1.5 10.1 14.7 16.8 17.9 18.8 19.7 20.6 20.5 20.2 20.8 19.8 13.4 9.6 -3.9 -11.5 -23.1 -41.0 -59.8 -87.2 -91.4 -94.7 -99.9 Receiver 3 Fl G LrD,lim dB(A) LrD 67.
6 dB(A)
W. Gettysburg Ave - West of N.
Bryan Ave CNEL 32.6 3.3 11.2 15.6 17.6 18.8 19.9 21.2 23.1 23.3 23.5 24.4 23.7 20.5 18.6 15.5 10.1 2.3 -6.5 -15.9 -25.2 -39.9 -29.1 -32.2 -36.8 SR99 - W. Dakota Avenue to W.
Sheilds Av CNEL 45.1 16.8 26.0 30.8 33.0 34.2 35.4 36.5 37.4 36.4 34.7 34.9 32.9 26.5 21.5 6.4 -4.0 -19.5 -46.9 -73.6 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 43.6 14.4 23.7 28.4 30.7 31.9 33.1 34.4 35.8 35.1 33.7 34.1 32.4 26.4 20.9 5.1 -6.4 -21.4 -46.1 -66.0 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 47.2 17.4 26.6 31.4 33.6 34.9 36.2 37.6 39.3 38.9 37.7 38.3 36.8 31.0 27.0 12.9 4.6 -8.4 -29.4 -49.5 -82.8 -87.2 -90.8 -96.9 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 59.3 26.5 35.8 40.7 43.0 44.3 45.8 47.7 50.6 50.9 50.6 51.8 50.9 46.1 41.4 33.4 25.9 17.5 10.9 4.0 -9.3 -28.8 -13.7 -17.4 -23.4 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 46.9 15.9 25.1 29.9 32.2 33.5 34.9 36.5 38.7 38.6 37.8 38.7 37.5 32.1 27.9 14.5 5.9 -5.7 -21.0 -36.0 -62.9 -67.3 -70.9 -77.0 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 58.5 25.0 34.3 39.2 41.5 42.9 44.5 46.4 49.6 50.1 50.0 51.4 50.5 45.9 40.1 32.6 27.7 21.5 16.7 11.8 0.8 -15.5 -3.7 -7.3 -13.3 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 14.5 -10.1 -2.3 2.0 3.8 4.7 5.2 5.3 4.6 4.5 4.4 4.3 2.9 -4.3 -9.9 -25.6 -37.7 -52.8 -85.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 14.1 -10.3 -2.5 1.8 3.6 4.5 5.0 5.1 4.2 4.1 3.9 3.8 2.4 -4.9 -10.6 -26.4 -38.9 -54.4 -87.9 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 9.5 -14.8 -7.0 -2.8 -0.9 0.0 0.4 0.5 -0.4 -0.5 -0.8 -0.9 -2.4 -9.8 -15.5 -31.4 -44.0 -59.6 -94.4 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 12.4 -11.8 -4.0 0.3 2.2 3.0 3.5 3.6 2.5 2.3 2.0 1.7 0.2 -7.5 -11.5 -25.8 -35.0 -49.5 -76.3 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 63.6 30.6 40.0 44.8 47.1 48.4 50.0 51.8 54.7 55.1 54.9 56.2 55.3 50.7 45.8 38.8 33.5 26.5 20.8 15.2 4.4 -11.5 0.0 -3.6 -9.6 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 46.3 15.8 25.1 29.9 32.1 33.4 34.8 36.3 38.3 38.1 37.0 37.8 36.4 30.9 28.4 17.7 10.0 -2.1 -20.9 -43.1 -74.0 -78.4 -82.0 -88.0 CNEL 13.6 -12.7 -4.2 0.4 2.5 3.5 4.3 4.8 4.7 4.1 3.2 3.2 1.7 -5.4 -10.4 -26.3 -36.6 -51.7 -81.2 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 49.0 17.1 25.8 30.5 32.7 34.0 35.2 36.6 38.7 39.6 40.4 41.8 41.7 37.2 33.1 29.7 22.4 17.4 11.3 8.2 1.5 -8.7 -2.7 -6.0 -11.1 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 51.0 18.7 27.4 32.1 34.3 35.6 36.8 38.3 40.5 41.4 42.3 43.8 43.9 39.6 35.5 31.0 23.0 19.3 14.4 12.1 5.8 -3.8 1.6 -1.7 -6.8 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 39.9 11.9 19.4 23.6 25.7 26.8 28.0 29.2 31.2 31.2 31.0 31.7 30.7 25.5 21.3 15.3 11.9 5.4 -0.4 -4.3 -13.0 -26.6 -16.7 -19.7 -24.2 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 7 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Shaw Ave - N. Grantland
Ave to N. CNEL 42.0 11.6 20.2 24.9 27.1 28.3 29.4 30.6 32.5 33.1 33.5 34.5 33.9 28.4 23.5 17.2 10.6 2.6 -5.0 -12.9 -24.7 -42.2 -28.8 -32.1 -37.3 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 41.4 10.5 19.1 23.8 26.0 27.3 28.4 29.7 31.7 32.4 33.0 34.1 33.5 28.2 22.5 14.2 9.0 2.5 -2.2 -6.6 -16.1 -30.4 -20.2 -23.6 -28.7 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 40.5 9.5 18.1 22.8 25.0 26.2 27.4 28.8 30.8 31.5 32.2 33.3 32.7 27.5 21.8 12.0 8.4 2.7 -1.5 -5.5 -14.6 -28.4 -18.8 -22.1 -27.2 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 41.1 11.6 19.9 24.4 26.6 27.7 28.8 30.0 31.9 32.2 32.5 33.4 32.6 27.1 21.9 15.8 9.1 1.2 -5.9 -13.0 -24.6 -42.1 -28.6 -31.8 -36.7 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 40.7 12.2 20.5 25.0 27.1 28.2 29.2 30.3 31.8 31.9 31.8 32.5 31.7 25.7 21.7 10.5 3.5 -5.9 -16.8 -28.3 -46.0 -72.4 -50.0 -53.2 -58.1 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 47.9 16.5 24.1 28.3 30.4 31.6 32.9 34.4 36.7 37.2 37.8 39.4 40.1 38.0 37.2 35.0 32.1 29.7 26.1 23.9 20.3 14.7 16.5 13.5 9.3 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 56.4 22.7 30.7 35.1 37.3 38.5 39.8 41.4 43.8 44.7 45.7 47.8 48.9 47.1 46.8 44.8 42.3 40.4 37.7 35.6 30.7 23.9 26.4 23.4 19.5 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 35.9 5.7 13.6 18.0 20.1 21.3 22.4 23.8 25.8 26.3 26.7 27.9 27.7 24.9 23.5 21.2 16.1 10.2 1.1 -3.5 -11.5 -22.0 -15.4 -18.5 -23.1 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 37.4 7.2 15.8 20.5 22.7 23.9 25.0 26.2 27.9 28.4 28.8 29.8 29.1 23.6 18.7 10.7 3.5 -4.9 -13.1 -22.0 -35.7 -56.0 -39.8 -43.1 -48.3 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 35.8 9.1 17.0 21.3 23.3 24.4 25.3 26.2 27.2 26.8 26.2 26.6 25.4 19.1 14.6 0.9 -7.3 -18.4 -33.2 -47.3 -72.3 -76.1 -79.3 -84.0 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 31.3 3.7 11.5 15.9 17.8 18.8 19.6 20.3 21.1 22.0 22.7 23.4 22.8 16.7 11.6 -0.9 -10.3 -19.9 -29.5 -40.6 -57.6 -83.0 -61.8 -64.9 -69.2 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 33.8 6.6 14.5 18.8 20.8 21.7 22.4 23.1 23.7 24.5 25.1 25.8 25.0 18.8 14.1 0.9 -6.8 -16.9 -28.9 -43.0 -62.1 -90.2 -66.4 -69.5 -73.8 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 30.3 3.9 11.8 16.1 18.0 18.9 19.6 20.1 20.4 21.0 21.4 21.9 21.0 14.5 9.9 -3.7 -11.9 -22.8 -38.0 -56.6 -80.3 -84.6 -87.7 -92.0 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 26.2 0.6 8.5 12.8 14.7 15.6 16.1 16.5 16.3 16.6 16.8 17.0 15.9 9.0 4.4 -10.3 -19.0 -31.2 -51.6 -73.5 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 19.7 -5.2 2.6 6.9 8.8 9.7 10.2 10.4 9.8 9.9 9.8 9.8 8.5 1.3 -3.6 -19.2 -29.0 -42.7 -70.2 -92.0 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 30.7 2.4 11.0 15.7 17.8 18.9 19.6 20.2 20.5 21.3 21.9 22.6 21.9 15.6 10.7 -3.3 -12.9 -24.9 -42.9 -62.5 -89.7 -94.4 -97.7 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 31.0 2.4 11.0 15.7 17.8 18.9 19.7 20.4 20.8 21.6 22.4 23.1 22.5 16.3 11.2 -2.7 -13.8 -26.2 -42.6 -58.7 -84.1 -88.8 -92.1 -96.6 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 31.2 2.7 11.2 15.9 18.1 19.2 19.9 20.6 21.0 21.8 22.5 23.2 22.6 16.4 11.2 -2.6 -13.3 -26.2 -43.6 -59.4 -85.2 -89.9 -93.2 -97.8 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 28.8 0.7 9.3 13.9 16.1 17.1 17.9 18.5 18.7 19.4 19.9 20.5 19.8 13.4 8.8 -4.9 -13.7 -25.5 -43.7 -66.3 -95.0 -99.7 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 8 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 29.8 2.1 10.7 15.4 17.5 18.5 19.2 19.7 19.8 20.3 20.8 21.3 20.5 13.9 9.1 -5.4 -15.2 -27.8 -48.7 -70.7 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 26.6 0.7 8.9 13.4 15.4 16.3 16.9 17.2 16.7 16.9 17.0 17.2 16.1 9.0 4.0 -11.4 -21.9 -35.7 -62.2 -84.2 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 25.6 0.4 8.6 13.1 15.1 16.0 16.5 16.7 15.6 15.6 15.4 15.4 14.0 6.6 1.0 -15.0 -26.9 -42.3 -76.0 -97.2 W. Sheilds Ave - N. Valentine
Ave to N. CNEL 21.0 -3.6 4.6 9.1 11.0 11.9 12.4 12.4 10.9 10.7 10.2 9.9 8.2 0.5 -5.4 -22.0 -34.8 -51.6 -90.9 Shields Ave & Valentine Ave
East CNEL 16.3 -8.5 -0.3 4.2 6.2 7.1 7.5 7.6 6.3 6.0 5.7 5.4 3.9 -3.8 -9.6 -26.0 -38.5 -54.9 -93.3 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 27.1 0.6 8.8 13.3 15.4 16.4 17.2 17.9 18.4 17.8 17.1 17.3 16.0 9.4 3.9 -11.3 -23.3 -37.6 -58.5 -75.1 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 22.6 -4.0 4.2 8.6 10.7 11.7 12.6 13.3 13.9 13.4 12.8 13.0 11.8 5.3 -0.2 -15.2 -27.2 -41.0 -60.3 -76.7 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 20.6 -5.9 2.3 6.8 8.8 9.8 10.7 11.4 11.9 11.5 10.8 11.0 9.7 3.2 -2.1 -17.3 -28.8 -43.1 -64.3 -79.3 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 17.4 -8.8 -0.7 3.8 5.8 6.9 7.7 8.3 8.7 8.1 7.4 7.5 6.2 -0.5 -6.0 -21.3 -33.4 -48.0 -69.9 -86.7 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 28.7 2.6 10.8 15.3 17.3 18.3 19.1 19.7 20.0 19.3 18.4 18.5 17.0 10.1 5.1 -10.2 -20.2 -34.1 -58.8 -79.4 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 28.8 3.3 11.5 15.9 17.9 18.9 19.7 20.2 20.1 19.2 18.1 18.0 16.3 9.2 3.7 -12.2 -23.7 -38.8 -67.1 -88.1 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 36.5 7.2 15.8 20.5 22.6 23.8 24.8 25.9 27.3 27.6 27.7 28.5 27.7 21.8 18.4 7.6 1.1 -8.6 -21.1 -35.5 -54.8 -83.1 -58.9 -62.3 -67.5 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 36.1 8.5 16.4 20.7 22.8 23.9 24.9 25.9 27.4 27.2 26.9 27.5 26.5 20.5 16.1 4.5 -3.2 -12.6 -22.7 -33.3 -51.8 -79.5 -55.7 -58.8 -63.5 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 34.0 6.5 14.4 18.7 20.7 21.7 22.4 23.1 23.9 24.8 25.5 26.2 25.5 19.4 14.4 1.3 -7.1 -17.5 -27.8 -39.0 -56.2 -82.1 -60.4 -63.5 -67.8 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 39.5 9.5 17.8 22.4 24.5 25.6 26.6 27.5 28.8 30.1 31.3 32.3 31.8 26.3 20.5 10.9 6.1 0.0 -6.5 -12.7 -22.3 -36.4 -26.8 -30.0 -34.3 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 57.8 23.0 31.3 35.9 38.1 39.3 40.4 41.6 43.4 45.3 47.3 49.5 51.0 48.9 48.5 46.3 43.4 41.0 37.3 33.5 28.5 22.9 23.3 20.4 17.4 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 46.5 17.7 25.2 29.4 31.5 32.7 33.9 35.2 37.4 37.5 37.7 38.7 38.3 33.7 29.3 24.8 16.7 13.4 10.3 9.2 3.4 -6.1 -0.4 -3.4 -7.8 N. Polk Ave - North of W. Shaw
Avenue CNEL 33.5 5.5 13.0 17.2 19.2 20.4 21.5 22.8 24.8 24.8 24.6 25.3 24.2 19.1 14.9 8.8 5.5 -1.1 -6.8 -10.7 -19.5 -33.1 -23.2 -26.2 -30.6 Bullard Ave - N Garfield to N.
Grantland CNEL 25.8 -1.0 6.9 11.2 13.2 14.3 15.2 16.1 17.2 16.9 16.3 16.7 15.6 9.3 4.8 -8.3 -16.7 -27.3 -40.6 -54.2 -77.3 -81.2 -84.3 -89.0 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 9 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 31.7 2.5 10.8 15.3 17.4 18.6 19.6 20.8 22.5 22.9 23.0 23.9 23.1 17.5 12.1 2.4 -7.8 -15.8 -21.2 -27.8 -42.0 -63.4 -46.0 -49.2 -54.2 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 33.7 6.8 14.7 19.0 21.1 22.1 23.0 24.0 25.1 24.8 24.3 24.7 23.5 17.3 12.7 -0.4 -9.0 -19.6 -32.6 -45.9 -69.0 -72.8 -75.9 -80.7 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 20.4 -5.6 2.2 6.5 8.5 9.5 10.4 11.2 11.9 11.3 10.5 10.7 9.4 2.9 -2.1 -16.5 -26.2 -38.4 -55.4 -71.6 Bullard Ave - N. Grantland
Avenue to N. CNEL 30.5 3.7 11.6 15.9 17.9 19.0 19.9 20.8 21.9 21.6 21.0 21.4 20.3 14.2 8.8 -4.6 -16.1 -27.9 -39.2 -50.8 -74.7 -78.5 -81.7 -86.4 N. Grantland Ave - N. Parkway
Drive to W CNEL 33.0 7.0 14.8 19.1 21.1 22.2 23.0 23.8 24.5 23.8 23.0 23.2 21.8 15.2 10.3 -4.5 -14.0 -26.2 -44.0 -60.1 -89.2 -93.1 -96.2 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 39.8 10.0 18.3 22.8 24.9 26.1 27.0 28.0 29.2 30.5 31.6 32.6 32.1 26.4 20.7 12.2 6.2 -0.9 -7.6 -14.4 -24.3 -38.9 -28.8 -32.0 -36.3 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 34.4 5.7 14.0 18.5 20.6 21.6 22.4 23.2 24.1 25.1 26.0 26.8 26.2 20.2 15.4 6.2 -1.0 -9.8 -19.3 -32.9 -47.0 -67.6 -51.5 -54.6 -59.0 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 33.6 4.3 12.9 17.5 19.7 20.9 21.9 22.9 24.3 24.6 24.7 25.5 24.8 18.9 15.1 3.9 -3.1 -13.0 -25.6 -39.8 -60.2 -90.0 -64.3 -67.7 -72.8 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 49.9 16.0 24.3 28.9 31.0 32.2 33.3 34.5 36.2 37.9 39.9 41.9 43.1 40.7 40.0 37.6 34.7 32.2 27.6 22.5 16.5 10.3 11.5 8.6 5.4 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 45.6 14.9 23.2 27.8 29.9 31.1 32.3 33.7 35.8 36.4 37.0 38.2 38.0 33.3 28.8 25.0 16.8 11.7 7.2 5.1 -1.5 -11.6 -5.5 -8.7 -13.6 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 34.6 7.3 14.8 18.9 20.8 21.8 22.5 23.3 24.3 25.2 26.0 26.7 26.0 21.3 18.7 15.0 9.6 1.6 -7.8 -21.8 -31.2 -46.4 -35.3 -38.3 -42.3 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 40.0 10.7 18.9 23.5 25.6 26.8 27.8 29.0 30.8 31.2 31.4 32.3 31.5 25.9 21.0 14.9 8.4 0.4 -7.0 -14.6 -26.3 -43.8 -30.3 -33.5 -38.4 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 40.1 10.9 19.2 23.7 25.8 26.9 27.8 28.6 29.6 30.7 31.7 32.6 32.1 26.3 20.8 11.0 1.3 -7.5 -15.8 -25.9 -40.5 -62.0 -45.0 -48.2 -52.5 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 37.2 8.7 17.0 21.5 23.6 24.6 25.4 26.2 26.9 27.8 28.7 29.4 28.8 22.7 18.6 7.4 0.8 -8.6 -20.6 -37.6 -55.9 -82.5 -60.4 -63.6 -67.9 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 32.9 6.2 14.1 18.4 20.4 21.5 22.4 23.3 24.4 24.0 23.4 23.8 22.6 16.3 11.9 -0.7 -8.8 -19.6 -34.1 -49.6 -74.3 -78.2 -81.3 -86.0 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 26.0 -0.4 7.5 11.8 13.8 14.9 15.7 16.5 17.5 16.9 16.2 16.5 15.2 8.7 4.3 -10.1 -18.4 -30.1 -47.3 -63.1 -91.3 -95.2 -98.3 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 30.9 2.5 10.7 15.3 17.3 18.4 19.1 19.8 20.5 21.4 22.2 22.9 22.3 17.0 15.6 9.6 3.3 -6.3 -19.5 -43.1 -64.2 -91.7 -68.7 -71.9 -76.1 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 34.6 6.4 14.6 19.1 21.2 22.3 23.3 24.3 25.7 25.7 25.6 26.3 25.4 19.3 15.8 4.6 -2.1 -11.7 -24.0 -37.4 -56.7 -85.1 -60.7 -63.9 -68.8 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 32.6 5.1 13.3 17.8 19.9 20.9 21.6 22.2 22.5 23.2 23.8 24.4 23.6 17.2 12.7 -1.0 -9.1 -20.1 -35.6 -54.9 -79.0 -83.5 -86.7 -91.2 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 10 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 28.2 2.6 10.4 14.7 16.6 17.5 18.1 18.5 18.4 18.7 18.9 19.1 18.1 11.3 6.3 -8.3 -18.0 -30.5 -50.7 -71.0 N Brawley Ave - N. Parkway
Drive to W. D CNEL 27.0 1.8 9.6 13.9 15.8 16.7 17.2 17.5 17.2 17.4 17.4 17.6 16.5 9.6 4.0 -10.9 -23.2 -37.9 -61.9 -79.4 N Brawley Ave - W Shields
Avenue to W. C CNEL 25.0 0.8 8.6 12.9 14.8 15.6 16.0 16.1 15.1 14.9 14.6 14.4 12.9 5.5 -0.2 -16.2 -28.1 -43.4 -75.8 -97.2 W. Sheilds Ave - West of N.
Grantland Av CNEL 26.7 -0.7 7.8 12.5 14.6 15.7 16.4 16.8 16.7 17.2 17.6 18.0 17.1 10.4 6.1 -8.2 -16.8 -29.4 -51.0 -76.4 N. Grantland Ave - W Shields
Avenue to W CNEL 26.6 -0.8 7.7 12.3 14.4 15.5 16.4 17.1 17.7 17.5 17.0 17.4 16.2 9.7 5.2 -9.8 -18.5 -31.3 -52.8 -72.1 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 20.8 -5.9 2.2 6.7 8.7 9.7 10.4 10.8 10.8 11.3 11.6 12.0 11.1 4.4 0.2 -14.2 -22.1 -33.9 -53.3 -76.3 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 25.6 -1.5 6.7 11.2 13.2 14.2 14.9 15.4 15.5 16.0 16.4 16.8 16.0 10.2 8.7 1.5 -6.0 -17.2 -34.1 -63.0 -94.9 -99.5 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 29.6 2.5 10.7 15.2 17.3 18.3 19.2 20.0 20.9 20.6 20.1 20.5 19.4 12.8 9.2 -3.8 -11.2 -22.6 -40.0 -59.1 -86.4 -90.4 -93.6 -98.5 N. Cornelia Ave - W Shields
Avenue to W. CNEL 28.3 2.9 10.8 15.0 16.9 17.8 18.4 18.7 18.5 18.7 18.8 19.0 17.9 11.0 6.3 -8.7 -17.6 -30.1 -51.6 -73.2 N. Blythe Ave - W Shields
Avenue to W. C CNEL 26.0 1.1 9.0 13.2 15.1 16.0 16.5 16.7 16.1 16.2 16.1 16.2 14.9 7.7 2.6 -13.0 -23.5 -37.3 -63.8 -85.1 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 28.0 2.1 10.3 14.8 16.8 17.8 18.3 18.6 18.1 18.3 18.3 18.5 17.3 10.2 5.2 -10.2 -20.6 -34.6 -61.3 -84.3 N. Valentine Ave - N. Parkway
Drive to W CNEL 20.1 -3.9 3.9 8.1 10.0 10.8 11.3 11.3 10.1 9.9 9.4 9.2 7.6 0.0 -6.0 -21.9 -35.1 -51.3 -82.6 N. Valentine Ave - W Shields
Avenue to W CNEL 18.2 -5.4 2.4 6.6 8.5 9.3 9.7 9.7 8.1 7.7 7.1 6.7 4.9 -2.9 -9.1 -25.5 -38.7 -55.6 -91.3 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 27.4 2.4 10.6 15.1 17.1 18.1 18.7 19.1 18.5 17.5 16.1 15.8 13.9 6.5 0.4 -16.0 -28.7 -45.2 -77.2 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 27.9 -0.7 7.5 12.0 14.1 15.3 16.3 17.3 18.9 19.0 19.0 19.7 18.9 13.1 8.3 -4.2 -13.9 -23.5 -31.7 -40.6 -58.2 -84.8 -62.2 -65.5 -70.4 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 35.3 7.4 15.3 19.6 21.7 22.8 23.8 24.9 26.5 26.5 26.3 27.0 26.0 20.2 15.2 3.5 -6.2 -14.8 -21.3 -29.1 -45.5 -70.6 -49.4 -52.5 -57.2 N. Grantland Ave - W. Dakota
Avenue to W CNEL 30.7 2.3 10.8 15.5 17.6 18.8 19.7 20.6 21.7 21.7 21.6 22.2 21.3 15.2 10.5 -3.6 -12.8 -24.6 -40.1 -54.3 -79.7 -83.8 -87.2 -92.4 Receiver 4 Fl G LrD,lim dB(A) LrD 71.
0 dB(A)
W. Gettysburg Ave - West of N.
Bryan Ave CNEL 36.3 6.6 14.5 18.9 21.0 22.2 23.3 24.7 26.8 27.2 27.6 28.7 28.3 23.5 18.7 16.4 6.9 1.6 -2.1 -3.4 -10.3 -21.1 -14.1 -17.3 -22.0 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 11 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
SR99 - W. Dakota Avenue to W.
Sheilds Av CNEL 36.0 8.0 17.3 22.0 24.2 25.4 26.5 27.7 28.2 27.2 25.2 25.2 23.0 16.4 11.8 -2.6 -13.4 -29.9 -59.5 -91.2 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 41.2 13.0 22.2 27.0 29.2 30.4 31.6 32.7 33.5 32.5 30.7 30.9 28.8 22.6 16.2 0.1 -13.9 -31.3 -61.4 -82.5 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 44.4 15.6 24.9 29.6 31.8 33.0 34.3 35.5 36.6 35.9 34.3 34.6 32.7 26.6 21.4 5.9 -4.8 -20.3 -50.1 -68.7 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 53.0 22.1 31.4 36.2 38.4 39.7 41.1 42.6 44.8 44.7 43.8 44.7 43.5 38.2 33.3 19.7 9.3 -2.5 -16.2 -30.1 -56.1 -94.0 -60.5 -64.1 -70.2 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 43.2 13.5 22.7 27.5 29.7 31.0 32.3 33.7 35.3 34.9 33.6 34.3 32.8 27.1 21.5 6.1 -5.8 -19.9 -39.7 -57.8 -93.5 -97.9 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 49.9 18.4 27.7 32.5 34.7 36.0 37.5 39.1 41.6 41.6 41.0 42.0 40.9 35.8 30.9 18.6 7.1 -4.1 -14.9 -26.9 -51.0 -86.5 -55.5 -59.1 -65.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 12.4 -11.5 -3.7 0.6 2.4 3.3 3.7 3.7 2.4 2.0 1.6 1.2 -0.5 -8.3 -13.4 -29.6 -40.1 -55.7 -87.6 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 12.1 -11.7 -3.9 0.4 2.3 3.1 3.5 3.5 2.0 1.7 1.1 0.7 -1.0 -8.8 -14.4 -31.0 -42.6 -58.8 -94.4 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 7.5 -16.2 -8.4 -4.1 -2.3 -1.5 -1.1 -1.1 -2.6 -3.0 -3.6 -4.1 -5.8 -13.7 -19.4 -36.0 -47.8 -64.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 10.5 -13.1 -5.3 -1.0 0.8 1.6 2.0 2.0 0.4 -0.1 -0.7 -1.3 -3.1 -11.2 -15.8 -30.9 -41.2 -57.3 -87.3 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 56.9 26.1 35.3 40.1 42.4 43.6 45.0 46.6 48.7 48.6 47.7 48.6 47.4 42.1 37.7 25.5 16.5 5.5 -8.1 -22.1 -46.3 -81.5 -50.7 -54.4 -60.4 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 43.1 13.8 23.0 27.8 30.0 31.2 32.5 33.8 35.3 34.7 33.3 33.8 32.0 26.3 21.2 7.0 -4.1 -20.1 -53.0 -63.1 CNEL 11.6 -14.0 -5.5 -0.9 1.2 2.2 2.9 3.3 2.6 1.7 0.5 0.2 -1.7 -9.2 -13.9 -29.2 -39.8 -56.1 -86.5 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 41.5 11.3 19.9 24.6 26.8 28.0 29.1 30.3 32.0 32.6 32.9 33.9 33.3 27.8 22.8 12.8 3.7 -5.9 -13.0 -20.5 -35.5 -57.9 -39.6 -42.9 -48.1 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 39.6 10.0 18.6 23.2 25.4 26.6 27.6 28.7 30.3 30.6 30.9 31.7 31.0 25.3 21.2 10.2 3.2 -6.2 -17.1 -29.1 -46.9 -73.5 -51.0 -54.3 -59.5 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 30.6 4.4 11.9 16.1 18.0 19.1 20.1 21.0 22.4 21.8 21.0 21.3 20.1 13.7 10.0 -1.7 -8.9 -18.9 -31.7 -45.0 -67.0 -99.8 -70.7 -73.7 -78.2 W. Shaw Ave - N. Grantland
Ave to N. CNEL 40.9 10.7 19.3 24.0 26.2 27.4 28.5 29.7 31.4 32.0 32.4 33.3 32.7 27.2 22.0 11.9 2.2 -6.0 -12.5 -20.1 -35.1 -57.6 -39.2 -42.6 -47.7 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 62.3 24.8 33.5 38.2 40.5 41.8 43.2 44.8 47.3 48.7 50.4 52.8 54.4 53.3 53.7 52.5 50.9 49.4 46.4 43.0 38.8 33.5 33.9 31.0 27.8 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 40.8 8.1 16.7 21.4 23.6 24.9 26.1 27.4 29.4 30.3 31.2 32.7 32.8 31.6 30.7 28.0 22.4 14.8 4.3 -5.6 -16.3 -29.7 -20.6 -23.8 -28.7 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 38.2 8.5 16.8 21.3 23.4 24.5 25.5 26.6 28.2 28.5 28.8 29.8 29.4 27.5 25.9 22.4 15.8 6.4 -6.3 -27.7 -46.4 -71.7 -50.5 -53.7 -58.5 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 12 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 37.6 9.5 17.7 22.2 24.3 25.4 26.3 27.2 28.3 28.2 28.1 28.7 28.0 25.4 23.3 19.1 11.3 0.2 -15.7 -43.4 -72.4 -76.5 -79.6 -84.3 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 38.3 9.9 17.4 21.6 23.7 24.8 26.0 27.3 29.4 29.5 29.4 30.3 29.6 24.5 19.7 16.4 7.3 1.8 -1.6 -2.9 -9.8 -20.8 -13.6 -16.6 -21.0 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 34.7 6.3 14.2 18.6 20.6 21.8 22.9 24.0 25.8 25.9 25.9 26.6 25.7 20.0 14.8 8.3 1.8 -6.0 -12.5 -18.8 -30.1 -47.3 -34.0 -37.1 -41.8 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 25.8 -1.8 6.1 10.4 12.5 13.6 14.6 15.6 17.1 17.0 16.7 17.3 16.3 10.2 6.6 -3.6 -10.1 -19.4 -30.6 -42.6 -60.7 -88.1 -64.6 -67.7 -72.4 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 66.1 28.3 37.0 41.7 44.0 45.3 46.7 48.3 50.8 52.2 53.8 56.2 57.8 56.9 57.3 56.5 55.1 53.9 51.2 48.6 44.1 39.9 39.5 36.6 33.5 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 32.9 6.7 14.6 18.9 20.9 21.9 22.8 23.5 24.1 23.5 22.7 22.9 21.6 18.4 16.0 10.9 2.0 -10.7 -30.0 -61.7 -99.7 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 33.4 5.3 13.2 17.6 19.5 20.6 21.4 22.2 23.1 24.1 25.0 25.8 25.1 19.1 13.8 6.6 -0.7 -9.0 -17.5 -28.9 -41.2 -59.7 -45.5 -48.6 -52.8 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 33.0 6.0 13.9 18.2 20.2 21.1 21.8 22.5 23.0 23.7 24.3 24.9 24.1 17.7 13.8 1.8 -4.5 -14.3 -27.2 -44.9 -64.3 -92.4 -68.5 -71.6 -76.0 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 28.5 2.6 10.5 14.8 16.7 17.6 18.2 18.6 18.6 19.0 19.3 19.6 18.6 11.8 7.6 -6.3 -13.8 -25.3 -43.4 -65.5 -92.9 -97.2 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 24.0 -0.8 7.0 11.3 13.2 14.1 14.6 14.8 14.2 14.2 14.2 14.2 12.9 5.6 1.1 -14.0 -22.9 -36.2 -60.8 -85.9 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 17.6 -6.6 1.2 5.5 7.4 8.2 8.6 8.7 7.6 7.4 7.1 6.8 5.2 -2.4 -7.3 -23.2 -33.2 -48.2 -78.5 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 31.5 2.9 11.5 16.2 18.3 19.4 20.2 20.9 21.3 22.1 22.8 23.5 22.9 16.5 12.1 -1.3 -9.3 -20.4 -36.3 -56.9 -81.8 -86.5 -89.8 -94.3 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 33.8 4.4 13.0 17.7 19.9 21.0 21.8 22.6 23.4 24.5 25.4 26.3 25.8 19.8 15.6 3.7 -3.2 -12.9 -25.5 -43.2 -62.9 -91.3 -67.7 -70.9 -75.4 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 36.3 6.3 15.0 19.7 21.8 23.0 23.9 24.8 25.8 27.0 28.0 29.0 28.5 22.8 17.9 5.8 -2.7 -13.0 -23.1 -34.7 -51.5 -76.1 -56.2 -59.4 -63.9 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 35.3 5.3 13.9 18.6 20.8 22.0 22.9 23.8 24.8 25.9 27.0 28.0 27.6 21.8 16.8 5.1 -4.5 -13.8 -23.5 -35.1 -51.9 -76.5 -56.6 -59.9 -64.3 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 29.3 1.8 10.4 15.0 17.2 18.2 18.9 19.4 19.3 19.8 20.3 20.7 19.8 13.2 8.6 -6.3 -15.4 -28.1 -50.0 -72.4 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 25.6 0.0 8.2 12.7 14.7 15.6 16.1 16.4 15.6 15.7 15.7 15.7 14.5 7.2 2.1 -13.7 -24.4 -38.8 -68.6 -90.6 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 24.3 -0.4 7.8 12.2 14.2 15.1 15.6 15.6 14.2 14.0 13.6 13.4 11.8 4.1 -1.6 -18.0 -30.2 -46.4 -83.0 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 28.4 1.5 9.7 14.2 16.3 17.3 18.2 18.9 19.7 19.3 18.7 19.0 17.9 11.4 6.6 -7.9 -16.9 -29.2 -48.0 -65.8 -95.9 -99.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 13 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 25.2 -2.2 6.0 10.5 12.5 13.6 14.5 15.4 16.4 16.2 15.9 16.3 15.3 9.0 4.6 -8.5 -16.8 -28.0 -43.7 -60.4 -86.6 -90.6 -93.8 -98.8 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 24.6 -3.2 5.0 9.5 11.6 12.7 13.6 14.6 15.8 15.7 15.4 16.0 15.0 8.9 4.0 -9.1 -18.9 -31.1 -44.7 -56.6 -80.8 -84.8 -88.0 -93.0 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 22.2 -5.5 2.6 7.1 9.2 10.3 11.2 12.2 13.4 13.3 13.1 13.6 12.7 6.6 1.7 -11.9 -22.3 -33.5 -46.0 -58.7 -82.7 -86.7 -89.9 -94.8 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 29.0 2.9 11.0 15.5 17.6 18.6 19.4 20.0 20.3 19.7 18.9 18.9 17.5 10.7 5.7 -9.8 -19.7 -33.4 -57.5 -76.6 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 28.5 3.1 11.3 15.7 17.7 18.7 19.5 19.9 19.7 18.8 17.7 17.5 15.8 8.7 3.1 -12.9 -24.3 -39.6 -69.0 -89.9 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 38.1 8.4 17.0 21.7 23.9 25.0 26.1 27.2 28.8 29.2 29.4 30.3 29.6 23.9 19.9 9.8 2.9 -6.2 -17.0 -29.2 -46.8 -72.8 -51.0 -54.3 -59.5 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 35.9 8.4 16.3 20.6 22.6 23.7 24.7 25.8 27.2 27.1 26.8 27.3 26.3 20.2 16.4 5.8 -0.8 -10.0 -20.9 -32.5 -50.1 -76.4 -53.9 -57.0 -61.8 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 42.5 13.2 21.1 25.5 27.5 28.6 29.5 30.4 31.7 33.0 34.2 35.2 34.9 29.7 24.6 21.6 11.8 5.7 -0.8 -4.8 -13.2 -24.8 -17.5 -20.6 -24.8 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 40.7 8.8 17.1 21.7 23.8 24.9 25.9 26.9 28.2 29.7 31.2 32.6 32.9 31.4 30.6 27.9 22.7 15.6 4.7 -3.2 -19.1 -32.3 -23.8 -26.7 -30.4 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 36.4 7.1 15.3 19.9 22.0 23.1 23.9 24.8 25.9 27.1 28.1 29.0 28.5 22.7 17.5 11.0 4.2 -3.9 -12.4 -24.4 -36.2 -54.0 -40.8 -43.9 -48.2 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 35.5 8.9 16.4 20.5 22.5 23.6 24.6 25.7 27.2 26.7 26.1 26.5 25.3 19.3 15.0 4.4 -2.8 -12.0 -22.0 -32.5 -50.3 -77.3 -54.1 -57.1 -61.6 N. Polk Ave - North of W. Shaw
Avenue CNEL 24.2 -2.0 5.5 9.6 11.6 12.7 13.7 14.6 15.9 15.4 14.6 14.9 13.6 7.3 3.6 -8.0 -15.1 -25.2 -38.1 -51.3 -73.4 -77.1 -80.1 -84.6 Bullard Ave - N Garfield to N.
Grantland CNEL 25.5 -1.1 6.7 11.0 13.0 14.1 15.0 15.9 17.0 16.6 16.0 16.4 15.3 9.0 4.4 -8.2 -16.7 -27.5 -41.7 -57.0 -81.7 -85.6 -88.7 -93.4 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 26.5 -1.4 6.8 11.3 13.4 14.5 15.5 16.4 17.7 17.6 17.4 18.0 17.0 11.1 6.0 -6.8 -17.5 -30.1 -42.0 -52.5 -75.9 -79.9 -83.2 -88.1 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 32.3 5.9 13.7 18.0 20.0 21.1 22.0 22.8 23.8 23.3 22.6 22.9 21.7 15.2 11.3 -1.7 -9.1 -20.1 -35.8 -52.7 -78.0 -81.8 -85.0 -89.7 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 19.4 -6.3 1.5 5.8 7.8 8.8 9.6 10.3 10.9 10.2 9.3 9.4 8.0 1.4 -4.3 -19.1 -31.8 -46.1 -63.4 -79.2 Bullard Ave - N. Grantland
Avenue to N. CNEL 27.8 1.9 9.7 14.0 16.0 17.0 17.9 18.6 19.3 18.7 17.9 18.1 16.7 10.3 4.7 -9.6 -21.2 -35.6 -52.6 -67.1 -98.0 N. Grantland Ave - N. Parkway
Drive to W CNEL 31.2 5.8 13.6 17.9 19.9 20.9 21.7 22.3 22.7 21.9 20.8 20.8 19.3 12.3 7.9 -6.7 -15.2 -28.1 -49.8 -70.6 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 67.2 30.5 38.9 43.5 45.6 46.9 48.0 49.2 51.0 52.9 55.1 57.3 58.7 57.8 58.2 57.5 56.5 55.7 53.3 50.4 46.7 42.5 40.7 38.0 35.3 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 14 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 57.5 21.3 29.7 34.3 36.4 37.7 38.8 40.0 41.8 43.7 45.9 48.2 49.9 48.4 48.7 47.5 45.8 44.2 41.1 37.6 33.1 27.7 28.0 25.2 22.5 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 43.8 12.2 20.8 25.5 27.7 29.0 30.2 31.5 33.7 34.5 35.2 36.5 36.3 31.5 27.0 24.1 15.6 9.5 3.5 0.9 -6.9 -18.5 -11.1 -14.4 -19.5 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 39.2 8.9 17.2 21.8 23.9 25.0 26.0 27.0 28.3 29.7 30.9 32.0 31.7 26.4 21.2 17.3 7.3 1.4 -5.3 -10.2 -19.4 -32.1 -23.9 -27.1 -31.4 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 37.9 8.8 17.1 21.6 23.7 24.9 25.9 27.1 28.7 29.0 29.1 29.9 29.2 23.5 18.4 7.5 -2.2 -10.7 -17.2 -24.9 -40.6 -64.3 -44.6 -47.8 -52.7 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 37.7 10.0 17.5 21.6 23.5 24.5 25.3 26.2 27.3 28.4 29.3 30.2 29.6 24.0 18.8 14.1 4.8 -1.6 -8.1 -12.3 -21.0 -33.4 -25.0 -28.0 -32.1 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 38.3 9.3 17.5 22.1 24.2 25.3 26.4 27.5 29.2 29.4 29.5 30.3 29.5 23.9 19.0 8.2 -0.7 -10.8 -18.1 -25.8 -41.0 -64.8 -45.0 -48.2 -53.2 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 34.3 6.6 14.9 19.4 21.4 22.4 23.1 23.7 24.1 24.9 25.5 26.1 25.4 19.2 14.0 0.1 -10.8 -22.9 -38.2 -53.6 -77.9 -82.4 -85.6 -90.0 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 34.3 6.7 14.9 19.4 21.5 22.5 23.2 23.8 24.2 25.0 25.6 26.2 25.4 19.2 14.1 0.6 -9.3 -22.2 -38.8 -53.3 -77.8 -82.3 -85.5 -89.9 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 30.1 4.3 12.1 16.4 18.4 19.5 20.3 21.0 21.6 21.0 20.1 20.2 18.8 12.3 6.9 -8.0 -19.2 -33.8 -53.5 -66.8 -98.7 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 23.2 -2.6 5.3 9.6 11.5 12.6 13.4 14.0 14.4 13.7 12.8 12.8 11.5 8.1 5.5 0.1 -9.3 -22.7 -43.4 -76.8 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 34.9 5.7 14.0 18.5 20.6 21.7 22.5 23.4 24.5 25.6 26.6 27.5 27.0 21.1 15.6 7.4 -1.1 -9.3 -17.5 -27.6 -40.3 -58.9 -44.8 -48.0 -52.3 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 35.5 7.0 15.3 19.8 21.9 23.0 24.0 25.1 26.6 26.7 26.6 27.3 26.4 20.6 16.4 5.1 -2.2 -11.8 -22.9 -34.6 -53.1 -80.8 -57.1 -60.3 -65.3 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 31.8 4.5 12.8 17.3 19.3 20.3 21.0 21.5 21.8 22.4 22.9 23.4 22.6 16.2 11.4 -2.2 -11.1 -22.8 -39.8 -60.4 -87.2 -91.7 -94.9 -99.3 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 26.7 1.6 9.4 13.7 15.6 16.5 17.0 17.3 16.9 17.1 17.1 17.2 16.0 9.0 4.1 -10.5 -20.2 -33.4 -56.0 -80.3 N Brawley Ave - N. Parkway
Drive to W. D CNEL 24.6 0.1 7.9 12.2 14.1 14.9 15.4 15.5 14.6 14.5 14.3 14.2 12.7 5.5 -0.4 -15.9 -29.4 -46.0 -75.2 -96.1 N Brawley Ave - W Shields
Avenue to W. C CNEL 24.2 0.2 8.0 12.3 14.2 15.0 15.4 15.4 14.1 13.9 13.4 13.1 11.4 3.8 -2.0 -18.1 -30.2 -46.0 -78.7 W. Sheilds Ave - West of N.
Grantland Av CNEL 33.2 3.7 12.3 17.0 19.2 20.3 21.2 22.0 22.8 23.8 24.8 25.6 25.2 19.2 15.4 5.1 -1.3 -10.8 -23.5 -42.8 -62.6 -90.6 -67.3 -70.6 -75.0 N. Grantland Ave - W Shields
Avenue to W CNEL 32.5 3.2 11.8 16.4 18.6 19.7 20.8 21.8 23.3 23.5 23.7 24.5 23.7 17.8 14.6 4.1 -2.3 -11.9 -24.4 -38.9 -58.0 -86.0 -62.1 -65.5 -70.6 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 27.3 -2.2 6.0 10.5 12.6 13.6 14.5 15.2 16.0 17.1 18.2 19.2 19.0 16.9 15.4 11.9 5.3 -4.1 -17.0 -41.5 -64.6 -91.3 -69.2 -72.3 -76.1 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 15 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 29.2 1.1 9.3 13.8 15.9 16.9 17.7 18.4 19.0 19.8 20.6 21.3 20.6 14.4 10.4 -2.0 -8.5 -18.3 -31.4 -49.3 -69.1 -97.7 -73.6 -76.8 -81.2 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 31.4 3.8 12.0 16.5 18.5 19.6 20.6 21.5 22.6 22.5 22.2 22.7 21.7 15.5 11.0 -2.3 -10.8 -21.7 -35.8 -50.1 -73.9 -77.9 -81.1 -86.1 N. Cornelia Ave - W Shields
Avenue to W. CNEL 28.7 3.2 11.0 15.3 17.2 18.1 18.7 19.0 18.8 19.1 19.3 19.5 18.4 11.6 6.6 -8.1 -17.9 -30.6 -51.5 -72.2 N. Blythe Ave - W Shields
Avenue to W. C CNEL 25.5 0.8 8.7 12.9 14.8 15.7 16.2 16.4 15.7 15.7 15.5 15.5 14.2 6.9 1.8 -13.8 -24.3 -38.5 -65.8 -88.6 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 26.3 1.0 9.2 13.7 15.7 16.6 17.1 17.3 16.3 16.3 16.2 16.1 14.7 7.5 1.5 -14.0 -28.0 -44.9 -74.4 -97.4 N. Valentine Ave - N. Parkway
Drive to W CNEL 15.6 -7.9 -0.2 4.1 6.0 6.8 7.2 7.1 5.4 5.0 4.3 3.8 2.0 -5.8 -12.5 -28.7 -43.9 -62.6 -93.7 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 24.2 -0.7 7.4 11.9 13.9 14.9 15.6 15.9 15.3 14.1 12.8 12.4 10.4 2.9 -2.9 -19.6 -31.8 -48.4 -81.8 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 25.6 -2.4 5.8 10.3 12.4 13.5 14.5 15.4 16.7 16.7 16.5 17.1 16.2 10.3 5.1 -8.1 -19.6 -30.8 -41.4 -53.0 -75.9 -79.9 -83.1 -88.1 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 38.3 9.8 17.7 22.0 24.1 25.3 26.3 27.5 29.4 29.5 29.5 30.2 29.3 23.6 17.9 10.3 3.7 -3.2 -8.4 -13.5 -24.3 -40.6 -28.2 -31.3 -36.0 N. Grantland Ave - W. Dakota
Avenue to W CNEL 38.4 8.0 16.6 21.3 23.5 24.7 25.8 27.1 28.9 29.5 29.9 30.9 30.3 24.8 19.7 13.0 6.2 -1.8 -9.2 -16.5 -28.3 -46.0 -32.5 -35.8 -40.9 Receiver 5 Fl G LrD,lim dB(A) LrD 79.
0 dB(A)
W. Gettysburg Ave - West of N.
Bryan Ave CNEL 26.0 -1.6 6.3 10.6 12.7 13.8 14.8 15.8 17.3 17.2 16.9 17.5 16.5 10.4 6.7 -4.0 -10.7 -19.9 -30.9 -42.5 -60.6 -87.9 -64.5 -67.6 -72.3 SR99 - W. Shields Avenue to
W. Clinton A CNEL 39.1 11.1 20.3 25.1 27.3 28.4 29.6 30.7 31.3 30.3 28.4 28.5 26.3 19.8 13.8 -2.7 -15.4 -32.3 -63.3 -88.6 SR99 - W. Dakota Avenue to W.
Sheilds Av CNEL 48.6 18.9 28.2 33.0 35.2 36.4 37.7 39.1 40.8 40.3 39.0 39.6 38.0 32.2 28.2 15.2 6.7 -6.4 -27.3 -50.1 -84.5 -88.9 -92.6 -98.6 SR99 - W. Shields Avenue to
W. Clinton A CNEL 44.9 16.3 25.6 30.3 32.5 33.7 34.9 36.2 37.2 36.3 34.7 35.0 33.1 26.9 21.2 5.3 -6.4 -22.2 -50.2 -71.5 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 47.3 16.8 26.1 30.8 33.1 34.4 35.7 37.2 39.3 39.0 38.0 38.9 37.5 32.1 27.2 12.2 2.6 -10.2 -27.4 -42.6 -72.9 -77.3 -80.9 -87.0 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 51.2 20.0 29.2 34.0 36.3 37.6 39.0 40.6 43.0 42.9 42.1 43.1 41.9 36.6 33.0 21.2 13.3 2.1 -12.8 -27.7 -52.5 -88.3 -57.0 -60.6 -66.6 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 61.3 28.2 37.5 42.3 44.6 46.0 47.6 49.5 52.5 52.9 52.7 54.0 53.1 48.4 42.9 35.6 27.8 19.9 14.5 7.9 -5.6 -25.4 -10.0 -13.6 -19.7 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 51.2 18.9 28.2 33.0 35.3 36.6 38.1 39.9 42.7 42.9 42.5 43.7 42.7 37.8 33.4 22.3 13.1 4.0 -4.6 -14.5 -33.4 -61.2 -37.8 -41.4 -47.5 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 16 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 55.7 22.7 32.0 36.8 39.1 40.5 42.0 43.9 46.9 47.3 47.1 48.4 47.5 42.8 37.4 29.2 20.3 12.7 7.2 0.3 -14.1 -35.4 -18.6 -22.2 -28.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 18.2 -7.6 0.3 4.6 6.5 7.4 8.0 8.4 8.4 8.7 9.0 9.3 8.3 1.5 -3.0 -17.7 -26.2 -38.3 -58.3 -78.8 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 17.8 -7.9 0.0 4.3 6.2 7.1 7.6 8.0 7.9 8.2 8.4 8.7 7.6 0.8 -3.8 -18.8 -27.6 -40.0 -61.4 -82.0 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 13.0 -12.5 -4.7 -0.4 1.5 2.4 3.0 3.3 3.2 3.5 3.6 3.8 2.8 -4.2 -8.7 -23.8 -32.5 -45.0 -67.2 -88.5 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 15.9 -9.5 -1.6 2.7 4.6 5.5 6.0 6.3 6.1 6.3 6.4 6.5 5.4 -1.7 -4.8 -17.3 -24.8 -37.0 -57.6 -85.4 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 57.8 26.4 35.6 40.4 42.7 44.0 45.4 47.0 49.4 49.5 48.8 49.9 48.8 43.8 39.8 29.9 21.8 12.0 2.1 -7.7 -24.7 -49.8 -29.2 -32.8 -38.9 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 50.7 18.7 28.0 32.8 35.1 36.4 37.9 39.6 42.2 42.4 41.8 43.0 42.0 37.4 33.7 24.8 15.8 2.9 -12.2 -20.2 -43.8 -74.9 -48.2 -51.8 -57.9 CNEL 17.1 -10.4 -1.9 2.7 4.9 5.9 6.8 7.6 8.2 8.0 7.6 7.9 6.8 0.2 -3.2 -16.5 -24.1 -36.6 -57.6 -80.5 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 39.1 9.5 18.1 22.7 24.9 26.1 27.1 28.2 29.8 30.1 30.4 31.2 30.5 24.8 20.6 9.6 2.5 -6.9 -18.0 -30.0 -48.1 -75.0 -52.2 -55.6 -60.7 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 41.6 11.5 20.1 24.8 27.0 28.2 29.3 30.5 32.2 32.7 33.1 34.0 33.4 27.9 23.0 12.7 3.9 -6.3 -13.8 -21.5 -36.7 -59.8 -40.9 -44.2 -49.3 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 34.9 7.7 15.2 19.4 21.4 22.5 23.6 24.7 26.4 26.2 25.8 26.3 25.2 19.4 13.9 3.9 -6.1 -13.6 -18.4 -24.7 -39.4 -61.8 -43.1 -46.1 -50.6 W. Shaw Ave - N. Grantland
Ave to N. CNEL 35.3 6.6 15.2 19.8 22.0 23.1 24.1 25.0 26.2 26.3 26.3 27.0 26.2 20.1 15.7 2.5 -5.9 -16.8 -30.7 -45.1 -68.5 -72.6 -76.0 -81.2 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 44.0 10.0 18.7 23.4 25.6 26.9 28.1 29.5 31.7 32.7 33.8 36.0 37.3 35.0 34.3 30.8 25.4 17.4 6.3 -4.0 -16.4 -28.9 -20.7 -23.9 -28.5 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 66.3 28.3 37.0 41.7 43.9 45.3 46.6 48.0 50.2 51.7 53.5 55.9 57.3 57.0 57.8 57.2 56.3 54.9 52.4 49.9 46.4 42.2 39.7 36.9 33.8 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 76.0 39.2 47.5 52.1 54.3 55.5 56.6 57.8 59.3 61.2 62.4 64.3 66.6 67.3 68.1 66.7 66.0 64.6 62.4 59.8 56.0 51.8 50.6 47.7 44.4 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 50.4 17.6 25.9 30.5 32.6 33.8 35.0 36.4 38.6 39.4 40.3 42.3 43.5 41.2 40.4 36.9 31.6 23.8 12.8 4.5 -8.1 -19.9 -12.2 -15.3 -19.9 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 33.0 5.7 13.2 17.3 19.4 20.5 21.6 22.8 24.6 24.4 24.0 24.6 23.5 17.7 12.3 5.6 -1.1 -8.7 -14.6 -20.2 -31.4 -48.7 -35.2 -38.2 -42.6 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 39.5 10.1 18.1 22.4 24.5 25.7 26.9 28.2 30.2 30.5 30.8 31.7 31.2 26.1 21.3 17.6 8.5 2.6 -1.7 -3.8 -11.5 -23.2 -15.3 -18.5 -23.1 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 35.2 5.7 13.7 18.0 20.1 21.3 22.5 23.8 25.9 26.2 26.5 27.5 27.0 22.0 17.0 14.7 4.3 -0.7 -4.2 -5.7 -13.3 -25.0 -17.2 -20.3 -25.0 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 37.1 5.4 14.0 18.7 20.9 22.0 23.1 24.3 26.0 26.7 27.4 29.1 29.9 27.3 26.0 21.8 15.3 5.4 -7.5 -30.7 -49.5 -74.9 -53.7 -57.0 -61.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 17 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 42.4 12.5 20.4 24.8 26.9 28.0 29.1 30.2 32.0 32.3 32.6 34.2 34.9 32.0 30.6 26.4 20.0 10.4 -2.0 -23.7 -40.8 -65.0 -44.7 -47.8 -52.4 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 38.5 9.4 17.4 21.7 23.7 24.8 25.7 26.6 27.8 29.1 30.2 31.2 30.9 25.5 20.7 16.7 7.0 0.5 -6.6 -11.2 -20.1 -32.3 -24.4 -27.5 -31.7 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 42.8 13.7 21.6 26.0 28.0 29.1 29.9 30.9 32.1 33.4 34.5 35.5 35.1 29.7 24.4 20.8 10.7 4.9 -1.6 -5.9 -14.8 -27.1 -19.1 -22.2 -26.4 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 37.3 9.1 17.0 21.4 23.3 24.4 25.2 26.0 27.0 28.0 28.9 29.7 29.0 23.1 17.7 10.8 3.9 -4.1 -12.4 -23.3 -34.9 -52.4 -39.2 -42.3 -46.5 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 31.3 4.2 12.1 16.4 18.3 19.3 20.0 20.7 21.3 22.0 22.6 23.2 22.4 16.1 12.1 0.2 -6.2 -15.8 -28.3 -45.3 -64.1 -91.4 -68.3 -71.4 -75.7 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 23.8 -2.4 5.5 9.8 11.7 12.6 13.2 13.7 13.9 14.4 14.7 15.1 14.2 7.4 3.6 -9.7 -16.6 -27.8 -44.9 -67.0 -93.6 -97.8 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 36.9 6.9 15.5 20.2 22.4 23.5 24.4 25.3 26.4 27.6 28.6 29.6 29.2 23.4 18.4 7.1 -2.6 -11.8 -21.2 -32.6 -49.0 -73.0 -53.7 -57.0 -61.4 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 36.2 6.2 14.8 19.5 21.7 22.9 23.8 24.7 25.7 26.9 27.9 28.9 28.5 22.8 17.9 6.4 -1.8 -12.4 -22.5 -33.9 -50.2 -74.2 -55.0 -58.2 -62.6 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 34.5 5.0 13.6 18.3 20.4 21.6 22.4 23.2 24.1 25.1 26.0 26.9 26.4 20.5 16.3 4.6 -2.1 -11.8 -24.2 -41.7 -60.9 -88.6 -65.6 -68.9 -73.3 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 30.3 1.7 10.3 15.0 17.1 18.2 19.0 19.7 20.1 20.9 21.7 22.4 21.8 15.5 11.0 -2.6 -10.8 -21.8 -37.4 -57.3 -81.6 -86.3 -89.6 -94.1 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 35.7 6.2 14.8 19.5 21.6 22.8 23.6 24.5 25.3 26.3 27.3 28.2 27.7 21.7 17.6 6.0 -0.7 -10.3 -22.6 -40.1 -59.2 -86.7 -63.9 -67.2 -71.6 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 31.5 4.0 12.2 16.7 18.8 19.8 20.5 21.1 21.5 22.2 22.8 23.3 22.6 16.2 11.7 -1.9 -10.1 -21.0 -36.3 -55.5 -79.4 -83.9 -87.1 -91.5 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 29.6 3.0 11.3 15.8 17.8 18.8 19.4 19.8 19.7 20.1 20.4 20.7 19.8 13.0 8.4 -6.4 -15.4 -27.8 -48.9 -70.8 W. Sheilds Ave - N. Valentine
Ave to N. CNEL 26.4 0.7 8.9 13.4 15.3 16.3 16.8 17.1 16.5 16.6 16.6 16.7 15.5 8.3 3.4 -12.3 -22.4 -36.5 -65.6 -88.2 Shields Ave & Valentine Ave
East CNEL 19.8 -6.2 2.0 6.5 8.5 9.5 10.0 10.4 9.9 10.1 10.3 10.4 9.3 2.2 -2.5 -18.0 -27.6 -41.3 -68.2 -90.7 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 31.7 3.8 12.1 16.6 18.6 19.7 20.7 21.6 22.9 22.8 22.6 23.2 22.3 16.2 11.3 -2.2 -12.5 -23.6 -35.8 -48.2 -71.8 -75.8 -79.0 -84.0 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 26.6 -1.2 7.0 11.5 13.5 14.6 15.6 16.5 17.7 17.7 17.5 18.0 17.0 11.0 6.2 -6.5 -15.9 -28.4 -42.3 -53.6 -77.5 -81.5 -84.7 -89.7 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 23.6 -3.8 4.3 8.8 10.9 12.0 12.9 13.8 14.8 14.7 14.3 14.8 13.7 7.5 3.1 -9.8 -17.9 -29.1 -44.6 -61.1 -86.9 -90.9 -94.1 -99.1 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 19.3 -7.6 0.6 5.1 7.1 8.2 9.0 9.8 10.6 10.2 9.6 10.0 8.8 2.3 -2.4 -17.0 -26.2 -38.5 -57.1 -74.2 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 18 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Clinton Ave - N. Cornelia
Avenue to N CNEL 33.3 5.8 14.0 18.5 20.6 21.7 22.6 23.4 24.5 24.4 24.0 24.5 23.5 17.3 12.9 0.2 -7.9 -19.0 -34.3 -51.1 -76.7 -80.7 -83.9 -88.9 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 33.0 6.1 14.3 18.8 20.8 21.9 22.8 23.5 24.3 24.0 23.4 23.8 22.6 16.2 11.4 -3.2 -12.3 -24.5 -42.8 -59.9 -89.4 -93.3 -96.6 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 31.6 3.9 12.4 17.1 19.2 20.3 21.2 22.0 22.7 22.5 22.2 22.6 21.6 15.1 10.7 -3.9 -12.4 -24.7 -44.1 -62.5 -92.3 -96.5 -99.8 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 30.7 4.7 12.5 16.9 18.9 19.9 20.7 21.5 22.3 21.6 20.8 21.0 19.7 13.1 8.4 -5.9 -14.6 -26.7 -44.8 -61.9 -91.4 -95.2 -98.3 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 30.5 3.9 11.8 16.1 18.0 19.0 19.6 20.2 20.5 21.1 21.6 22.1 21.3 15.0 9.7 -4.2 -15.0 -27.0 -41.7 -56.3 -80.1 -84.4 -87.5 -91.8 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 31.8 3.4 11.7 16.2 18.2 19.3 20.1 20.8 21.5 22.5 23.3 24.0 23.4 17.4 13.0 1.4 -5.5 -15.0 -27.2 -43.9 -62.8 -90.2 -67.3 -70.5 -74.9 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 36.3 6.9 15.2 19.8 21.8 22.9 23.8 24.7 25.8 26.9 28.0 28.9 28.3 22.5 17.3 10.8 3.8 -4.3 -12.9 -24.9 -36.9 -54.8 -41.4 -44.6 -48.8 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 43.6 13.8 21.3 25.5 27.6 28.7 29.9 31.2 33.3 33.4 33.7 35.2 35.7 33.4 32.4 29.1 23.6 15.9 5.4 -2.8 -12.8 -25.0 -16.5 -19.5 -23.8 N. Polk Ave - North of W. Shaw
Avenue CNEL 29.4 0.9 8.4 12.6 14.6 15.7 16.8 17.9 19.7 19.7 19.7 20.8 21.0 18.5 17.1 13.2 6.9 -2.2 -13.9 -34.8 -49.7 -73.1 -53.5 -56.5 -60.8 Bullard Ave - N Garfield to N.
Grantland CNEL 21.2 -4.2 3.6 7.9 9.9 10.9 11.7 12.3 12.7 11.8 10.8 10.7 9.2 2.3 -3.0 -18.4 -29.0 -42.7 -64.8 -82.8 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 25.3 -2.2 6.0 10.4 12.5 13.6 14.5 15.4 16.5 16.4 16.1 16.6 15.6 9.5 4.2 -9.5 -20.9 -33.3 -46.1 -58.5 -83.5 -87.5 -90.8 -95.7 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 28.9 3.5 11.3 15.6 17.6 18.6 19.4 20.0 20.4 19.5 18.5 18.4 16.9 10.0 4.8 -10.7 -21.0 -34.6 -57.2 -75.2 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 16.3 -8.4 -0.6 3.6 5.6 6.6 7.3 7.8 7.7 6.6 5.2 5.0 3.2 -4.0 -9.7 -25.6 -37.3 -52.4 -79.5 -99.9 Bullard Ave - N. Grantland
Avenue to N. CNEL 25.8 0.4 8.3 12.6 14.5 15.5 16.3 16.9 17.2 16.4 15.3 15.3 13.7 7.0 1.0 -14.1 -27.3 -42.5 -62.8 -79.6 N. Grantland Ave - N. Parkway
Drive to W CNEL 28.9 4.2 12.0 16.3 18.3 19.3 20.0 20.5 20.2 19.1 17.7 17.4 15.6 8.4 2.5 -13.5 -25.4 -40.7 -68.7 -88.7 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 35.1 6.2 14.5 19.0 21.1 22.2 23.0 23.8 24.7 25.8 26.8 27.6 27.1 21.2 16.1 4.7 -5.0 -14.2 -23.3 -34.3 -50.4 -74.3 -54.9 -58.1 -62.5 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 34.7 5.9 14.2 18.7 20.8 21.9 22.7 23.5 24.3 25.3 26.2 27.0 26.5 20.6 15.8 3.9 -4.1 -15.0 -25.7 -36.9 -53.3 -77.3 -57.8 -61.0 -65.3 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 32.1 3.3 11.9 16.5 18.7 19.8 20.8 21.7 23.0 23.2 23.2 23.9 23.0 17.2 12.4 -0.2 -9.6 -22.1 -36.5 -48.3 -72.4 -76.6 -79.9 -85.1 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 39.2 9.0 17.3 21.8 23.9 25.1 26.0 27.0 28.3 29.7 31.0 32.1 31.8 26.5 21.4 17.7 7.6 1.7 -5.0 -9.8 -19.0 -31.5 -23.5 -26.7 -30.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 19 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 73.3 36.7 45.0 49.6 51.7 53.0 54.1 55.3 56.7 58.5 60.1 62.0 62.8 64.1 65.5 64.4 63.0 62.2 59.8 57.7 54.2 49.8 48.4 45.6 42.4 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 38.1 10.3 17.8 21.9 23.8 24.8 25.6 26.5 27.7 28.8 29.7 30.6 30.1 24.6 19.6 15.6 5.9 -0.5 -7.2 -11.2 -19.8 -31.9 -23.9 -26.9 -31.0 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 70.2 33.6 42.0 46.5 48.7 50.0 51.2 52.6 54.5 55.8 57.6 59.7 60.8 60.7 61.5 61.0 60.1 58.7 56.4 54.1 50.9 46.9 44.6 41.7 38.5 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 45.4 15.2 23.5 28.0 30.1 31.3 32.2 33.2 34.5 35.9 37.2 38.3 38.1 32.8 27.6 24.2 14.4 8.2 1.4 -3.2 -12.2 -24.3 -16.8 -19.9 -24.2 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 46.1 15.7 24.0 28.6 30.7 31.8 32.8 33.8 35.1 36.5 37.9 39.0 38.9 33.7 29.1 25.5 15.9 9.3 2.0 -2.6 -11.7 -23.7 -16.3 -19.4 -23.6 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 38.4 10.3 18.3 22.6 24.7 25.8 26.8 28.0 29.6 29.7 29.5 30.2 29.3 23.6 18.5 8.4 -0.6 -10.6 -17.1 -23.8 -38.7 -61.5 -42.6 -45.7 -50.4 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 31.9 2.6 10.5 14.9 16.9 18.0 19.1 20.2 21.8 21.9 22.2 23.6 24.2 21.1 19.5 15.1 8.3 -1.9 -15.6 -37.2 -62.8 -92.0 -66.7 -69.8 -74.3 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 35.2 5.9 14.2 18.8 20.8 21.9 22.8 23.7 24.8 25.9 27.0 27.9 27.3 21.5 16.2 9.4 2.2 -6.0 -14.5 -26.2 -38.3 -56.4 -42.9 -46.0 -50.3 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 44.2 12.1 20.5 25.0 27.1 28.3 29.5 30.8 32.8 33.5 34.4 36.0 36.6 34.8 33.9 30.8 25.3 17.6 6.9 -2.0 -13.0 -25.6 -17.0 -20.2 -24.9 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 39.7 10.4 18.7 23.2 25.3 26.4 27.3 28.2 29.2 30.4 31.5 32.4 31.8 26.0 20.7 13.9 6.9 -1.1 -9.5 -21.1 -33.0 -50.7 -37.5 -40.7 -45.0 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 33.8 6.6 14.4 18.8 20.7 21.7 22.4 23.1 23.7 24.5 25.2 25.8 25.1 18.9 14.5 2.9 -3.9 -13.4 -25.3 -41.4 -59.9 -86.9 -64.1 -67.2 -71.5 N Brawley Ave - N. Parkway
Drive to W. D CNEL 31.3 4.7 12.5 16.9 18.8 19.7 20.4 20.9 21.3 21.9 22.4 22.9 22.0 15.7 10.5 -3.3 -13.6 -26.0 -41.3 -55.4 -79.3 -83.5 -86.6 -91.0 N Brawley Ave - W Shields
Avenue to W. C CNEL 29.2 3.6 11.4 15.7 17.6 18.5 19.1 19.4 19.3 19.6 19.8 20.1 19.1 12.3 7.3 -7.4 -17.1 -29.6 -49.8 -70.3 W. Sheilds Ave - West of N.
Grantland Av CNEL 27.1 -0.4 8.1 12.8 14.9 16.0 16.7 17.1 17.1 17.6 18.1 18.5 17.7 11.0 6.7 -7.7 -16.2 -28.5 -49.2 -73.6 N. Grantland Ave - W Shields
Avenue to W CNEL 27.7 -0.1 8.4 13.1 15.2 16.3 17.2 18.0 18.8 18.7 18.3 18.8 17.8 11.4 6.7 -7.8 -17.0 -29.3 -48.1 -66.0 -95.8 -99.9 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 23.1 -4.3 3.9 8.4 10.4 11.4 12.1 12.7 13.0 13.7 14.3 14.9 14.2 7.8 3.2 -10.5 -18.6 -29.6 -45.1 -64.4 -88.5 -93.0 -96.2 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 29.4 1.3 9.5 14.0 16.1 17.1 17.9 18.6 19.2 20.1 20.8 21.6 20.9 14.7 10.7 -1.4 -7.8 -17.6 -30.4 -48.1 -67.4 -95.3 -71.9 -75.1 -79.5 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 36.3 6.2 14.5 19.0 21.1 22.2 23.3 24.4 26.0 26.3 26.8 28.0 28.2 25.8 24.4 20.6 14.0 4.4 -8.3 -30.7 -48.8 -73.7 -52.8 -56.0 -60.8 N. Cornelia Ave - W Shields
Avenue to W. CNEL 33.8 6.7 14.6 18.9 20.9 21.8 22.5 23.2 23.7 24.5 25.1 25.7 24.9 18.6 14.6 2.6 -3.9 -13.5 -26.0 -43.1 -62.1 -89.7 -66.3 -69.4 -73.7 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 20 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Blythe Ave - W Shields
Avenue to W. C CNEL 30.9 4.5 12.3 16.6 18.6 19.5 20.1 20.7 21.0 21.5 22.0 22.4 21.6 15.1 10.4 -3.3 -11.4 -22.3 -37.5 -56.0 -79.6 -83.9 -87.0 -91.3 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 32.5 5.1 13.4 17.9 19.9 20.9 21.6 22.1 22.4 23.1 23.6 24.1 23.4 17.0 11.8 -2.2 -13.1 -25.8 -43.2 -58.9 -84.8 -89.3 -92.4 -96.9 N. Valentine Ave - N. Parkway
Drive to W CNEL 23.6 -1.6 6.2 10.5 12.4 13.3 13.8 14.1 13.8 13.9 14.0 14.1 13.0 6.1 0.5 -14.4 -26.9 -41.7 -65.8 -83.4 N. Valentine Ave - W Shields
Avenue to W CNEL 22.1 -2.7 5.1 9.4 11.3 12.2 12.6 12.8 12.2 12.2 12.1 12.1 10.8 3.6 -1.5 -17.0 -27.4 -41.3 -67.9 -90.9 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 31.1 4.9 13.1 17.5 19.6 20.6 21.4 22.0 22.4 21.8 21.0 21.1 19.7 13.0 8.0 -7.4 -17.2 -30.7 -54.1 -73.2 W. Clinton Ave - N. Valentine
Ave to N. CNEL 29.5 4.0 12.2 16.7 18.7 19.7 20.4 20.9 20.8 19.9 18.8 18.7 17.0 9.9 4.4 -11.6 -22.9 -38.0 -66.5 -87.5 N. Marks Ave - W Princeton
Avenue to W. CNEL 23.9 0.0 7.8 12.1 13.9 14.7 15.2 15.2 13.9 13.6 13.2 12.9 11.3 3.7 -2.6 -18.4 -33.1 -50.6 -80.8 N. Marks Ave - W Princeton
Avenue to W. CNEL 21.5 -2.6 5.2 9.5 11.3 12.2 12.6 12.7 11.6 11.4 11.0 10.8 9.3 1.7 -3.7 -19.7 -31.0 -46.3 -77.4 W. Clinton Ave - N. Marks
Avenue to SR99 CNEL 28.4 3.5 11.7 16.1 18.1 19.1 19.8 20.2 19.5 18.4 17.0 16.7 14.7 7.2 1.4 -15.2 -27.4 -43.9 -76.9 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 22.1 -4.8 3.4 7.9 9.9 11.0 11.9 12.6 13.4 13.1 12.5 12.9 11.7 5.4 0.0 -14.7 -26.5 -40.0 -56.7 -71.3 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 30.3 3.7 11.5 15.8 17.9 18.9 19.8 20.7 21.7 21.3 20.7 21.1 19.9 13.7 8.4 -5.4 -16.6 -28.6 -41.3 -53.9 -79.2 -83.1 -86.2 -90.9 N. Grantland Ave - W. Dakota
Avenue to W CNEL 30.9 2.4 11.0 15.6 17.8 18.9 19.9 20.8 21.9 21.9 21.8 22.5 21.6 15.5 10.6 -3.4 -13.7 -25.6 -40.4 -54.2 -80.0 -84.1 -87.4 -92.6 Receiver 6 Fl G LrD,lim dB(A) LrD 77.
5 dB(A)
W. Gettysburg Ave - West of N.
Bryan Ave CNEL 17.9 -7.3 0.5 4.8 6.8 7.8 8.5 9.2 9.4 8.5 7.4 7.3 5.7 -1.3 -6.3 -21.9 -31.6 -45.5 -70.2 -89.2 SR99 - W. Shields Avenue to
W. Clinton A CNEL 46.5 16.1 25.3 30.1 32.4 33.6 35.0 36.5 38.5 38.2 37.1 38.0 36.6 31.1 26.2 11.0 1.3 -11.6 -29.5 -45.3 -76.7 -81.2 -84.8 -90.8 SR99 - W. Dakota Avenue to W.
Sheilds Av CNEL 57.3 24.8 34.1 38.9 41.2 42.6 44.1 45.9 48.7 49.0 48.5 49.8 48.8 44.1 40.2 31.7 23.6 13.6 3.7 -5.8 -21.5 -45.0 -25.9 -29.5 -35.6 SR99 - W. Shields Avenue to
W. Clinton A CNEL 52.2 21.0 30.3 35.0 37.3 38.6 40.0 41.6 44.0 43.9 43.2 44.1 42.9 37.6 34.0 22.2 14.1 3.0 -11.7 -26.5 -51.0 -86.6 -55.4 -59.1 -65.1 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 56.8 23.6 33.0 37.8 40.1 41.5 43.0 44.9 48.0 48.4 48.2 49.5 48.6 43.9 38.2 31.1 23.1 15.3 10.0 3.5 -10.0 -29.9 -14.4 -18.0 -24.1 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 61.2 27.6 36.9 41.8 44.1 45.5 47.1 49.1 52.2 52.8 52.7 54.1 53.2 48.8 43.5 36.2 32.3 26.0 21.4 16.7 6.7 -7.9 2.3 -1.3 -7.4 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 21 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 61.0 27.9 37.2 42.0 44.3 45.7 47.3 49.2 52.2 52.6 52.4 53.8 52.9 48.4 43.5 36.4 29.7 22.1 16.6 11.4 0.4 -15.7 -4.0 -7.6 -13.7 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 58.8 24.9 34.3 39.1 41.4 42.8 44.5 46.5 49.7 50.3 50.3 51.7 50.9 46.8 42.6 36.1 32.7 26.3 20.9 16.5 7.1 -6.9 2.7 -1.0 -7.0 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 49.2 17.9 27.2 32.0 34.3 35.6 37.0 38.6 41.0 41.0 40.2 41.2 40.0 34.7 30.9 18.6 10.2 -0.8 -15.0 -29.5 -54.3 -90.4 -58.7 -62.3 -68.4 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 31.0 0.1 8.0 12.3 14.3 15.4 16.3 17.2 18.4 19.8 21.3 23.0 24.1 21.4 20.4 16.7 11.0 2.5 -7.5 -30.0 -42.7 -61.5 -47.2 -50.1 -53.6 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 29.8 -0.7 7.2 11.5 13.5 14.6 15.4 16.3 17.4 18.8 20.2 21.9 22.9 20.1 19.1 15.3 9.5 0.7 -9.7 -34.0 -48.3 -68.4 -52.7 -55.6 -59.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 24.6 -5.7 2.2 6.6 8.5 9.6 10.4 11.3 12.4 13.6 15.0 16.7 17.6 14.8 13.7 9.8 3.9 -5.0 -15.9 -40.4 -57.1 -78.2 -61.6 -64.4 -67.9 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 25.3 -2.8 5.1 9.4 11.4 12.4 13.2 13.9 14.9 15.9 16.7 17.6 17.4 11.6 8.0 -0.4 -6.3 -18.4 -31.2 -43.6 -58.5 -79.6 -62.8 -65.9 -70.0 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 50.9 21.3 30.5 35.3 37.5 38.7 40.0 41.4 43.0 42.5 41.3 41.9 40.4 34.6 31.0 18.4 10.1 -2.5 -21.7 -41.1 -71.0 -75.4 -79.0 -85.1 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 60.3 26.3 35.7 40.5 42.8 44.3 45.9 47.9 51.1 51.7 51.8 53.3 52.5 48.3 43.0 35.1 30.9 25.7 22.7 19.2 10.1 -3.3 5.6 2.0 -4.0 CNEL 26.3 -3.9 4.7 9.3 11.5 12.7 13.8 15.0 16.8 17.3 17.7 18.7 18.1 12.6 8.0 -1.2 -9.1 -19.8 -28.5 -36.0 -50.7 -72.8 -54.8 -58.2 -63.3 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 31.1 4.0 12.6 17.2 19.3 20.4 21.2 21.9 22.3 21.9 21.3 21.6 20.3 13.7 8.6 -6.7 -17.1 -30.9 -54.6 -73.4 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 33.8 5.9 14.5 19.1 21.2 22.3 23.2 24.0 24.8 24.7 24.4 24.9 23.9 17.5 12.8 -1.6 -10.9 -23.2 -41.8 -59.4 -89.1 -93.2 -96.5 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 28.1 2.6 10.0 14.2 16.1 17.2 18.1 18.9 19.9 19.1 18.1 18.2 16.8 10.4 5.0 -9.3 -20.6 -33.0 -46.4 -59.4 -86.7 -90.4 -93.5 -97.9 W. Shaw Ave - N. Grantland
Ave to N. CNEL 28.2 1.9 10.4 15.0 17.1 18.1 18.9 19.4 19.3 18.6 17.8 17.8 16.3 9.3 3.7 -12.3 -24.1 -39.4 -68.7 -89.3 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 30.1 1.9 10.4 15.1 17.2 18.3 19.2 20.1 21.1 21.1 20.9 21.4 20.5 14.1 10.4 -2.8 -10.2 -21.5 -38.4 -56.9 -83.3 -87.5 -90.8 -96.0 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 32.2 2.8 11.4 16.1 18.2 19.4 20.4 21.5 23.0 23.3 23.4 24.2 23.5 17.6 14.0 3.0 -3.7 -13.2 -25.1 -38.5 -57.1 -84.6 -61.2 -64.6 -69.8 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 41.0 11.5 19.8 24.3 26.4 27.6 28.7 29.9 31.7 32.1 32.3 33.2 32.4 26.9 21.7 15.3 8.7 0.9 -6.2 -13.1 -24.6 -42.0 -28.6 -31.9 -36.8 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 50.0 19.5 27.8 32.3 34.5 35.7 36.9 38.2 40.3 40.9 41.4 42.6 42.2 37.3 32.8 29.3 20.4 14.1 9.0 6.7 -1.1 -12.7 -5.1 -8.3 -13.2 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 23.5 -1.6 5.9 10.0 11.9 13.0 13.8 14.6 15.3 14.3 13.1 13.1 11.6 4.9 0.0 -14.9 -23.8 -36.0 -53.9 -69.9 -99.3 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 27.9 1.1 8.9 13.3 15.3 16.3 17.3 18.2 19.3 18.9 18.4 18.8 17.7 11.4 7.0 -5.9 -14.0 -24.7 -38.3 -52.3 -75.7 -79.5 -82.6 -87.3 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 22 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 24.8 -2.5 5.3 9.7 11.7 12.8 13.8 14.8 16.2 16.0 15.6 16.2 15.2 9.2 4.3 -8.5 -18.2 -28.4 -37.8 -47.6 -67.9 -98.0 -71.7 -74.9 -79.6 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 27.0 -0.1 8.4 13.0 15.2 16.2 17.1 17.7 18.1 17.8 17.2 17.4 16.2 9.4 5.1 -9.5 -18.2 -31.3 -54.3 -76.6 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 48.9 19.3 27.3 31.7 33.8 35.0 36.1 37.4 39.5 39.9 40.2 41.2 40.7 35.8 30.8 28.6 18.5 13.4 9.7 8.2 0.8 -10.7 -3.1 -6.2 -10.9 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 32.0 2.7 10.6 15.0 16.9 17.9 18.7 19.4 20.2 21.3 22.5 24.0 24.8 21.6 20.3 16.0 9.6 -0.2 -13.0 -37.3 -60.0 -86.0 -64.3 -67.2 -71.0 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 43.0 11.7 19.6 24.0 26.0 27.0 27.9 28.9 30.2 31.6 33.2 35.0 36.2 33.5 32.7 29.2 23.8 16.0 5.0 -5.5 -20.9 -34.7 -25.4 -28.3 -31.7 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 67.1 31.8 39.8 44.2 46.3 47.4 48.4 49.6 51.1 52.9 54.8 56.7 57.8 57.5 58.5 57.7 56.7 55.5 53.2 50.6 47.2 42.8 41.0 38.3 35.6 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 71.3 36.0 43.9 48.3 50.3 51.4 52.4 53.3 54.6 56.0 57.6 60.0 63.1 62.7 62.9 61.9 61.2 59.8 57.1 54.2 49.8 44.6 44.3 41.6 38.8 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 38.3 6.7 14.6 19.0 21.0 22.1 23.0 24.0 25.3 26.8 28.5 30.4 31.6 29.1 28.3 25.0 19.8 12.4 1.2 -7.0 -23.1 -36.5 -27.7 -30.5 -33.9 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 38.7 8.2 16.9 21.6 23.8 25.0 25.9 26.9 28.0 29.3 30.5 31.5 31.1 25.4 20.2 13.4 6.2 -1.9 -10.5 -22.8 -35.1 -53.3 -39.8 -43.1 -47.4 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 33.4 4.0 12.6 17.4 19.5 20.6 21.5 22.2 23.0 24.0 24.9 25.7 25.2 19.1 15.4 3.9 -2.4 -12.0 -25.0 -44.0 -63.6 -91.5 -68.3 -71.5 -76.0 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 29.8 1.7 10.3 15.0 17.1 18.2 18.9 19.5 19.7 20.4 21.0 21.5 20.8 14.2 10.3 -3.4 -10.8 -22.2 -40.2 -63.6 -91.3 -96.0 -99.3 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 25.4 -1.5 7.1 11.7 13.8 14.8 15.5 15.9 15.5 15.8 16.0 16.3 15.3 8.3 4.0 -11.1 -19.8 -33.1 -57.8 -83.7 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 44.5 13.0 21.6 26.4 28.6 29.8 30.8 31.9 33.3 34.8 36.3 37.5 37.4 32.3 27.5 23.6 13.8 7.4 0.0 -5.2 -14.8 -27.4 -19.6 -22.8 -27.1 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 43.3 13.0 21.3 25.9 28.0 29.1 30.1 31.1 32.4 33.8 35.1 36.2 35.9 30.6 25.5 21.9 11.8 5.9 -0.8 -5.6 -14.8 -27.2 -19.3 -22.5 -26.7 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 39.7 10.3 18.6 23.2 25.2 26.3 27.2 28.1 29.2 30.3 31.4 32.3 31.7 25.9 20.6 13.8 6.8 -1.2 -9.6 -21.2 -33.1 -50.9 -37.6 -40.8 -45.1 W. Sheilds Ave - N. Valentine
Ave to N. CNEL 34.3 6.0 14.3 18.8 20.9 21.9 22.7 23.4 24.1 24.9 25.7 26.4 25.8 19.9 17.1 8.7 2.2 -7.8 -21.7 -43.0 -63.4 -92.1 -67.9 -71.1 -75.5 Shields Ave & Valentine Ave
East CNEL 28.6 -0.1 8.2 12.7 14.8 15.8 16.6 17.4 18.3 19.2 20.1 20.9 20.3 14.2 10.6 0.3 -5.7 -14.9 -26.9 -44.3 -62.3 -88.8 -66.8 -70.0 -74.4 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 34.2 5.6 13.9 18.4 20.5 21.6 22.6 23.6 25.2 25.3 25.2 26.0 25.1 19.2 15.0 3.4 -3.9 -13.4 -24.0 -35.1 -53.3 -80.4 -57.3 -60.5 -65.4 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 26.1 -1.6 6.6 11.1 13.2 14.3 15.2 16.1 17.3 17.2 16.9 17.4 16.4 10.2 6.1 -6.7 -14.4 -25.1 -39.2 -54.4 -77.8 -81.8 -85.0 -90.0 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 23 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 21.4 -5.4 2.8 7.2 9.3 10.3 11.2 11.9 12.6 12.3 11.7 11.9 10.7 4.2 -0.2 -14.8 -23.1 -35.4 -54.7 -72.9 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 16.2 -9.6 -1.5 3.0 5.0 6.0 6.8 7.4 7.5 6.8 5.9 5.9 4.4 -2.6 -7.5 -23.0 -32.8 -46.7 -72.3 -92.9 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 39.0 10.0 18.2 22.7 24.9 26.0 27.1 28.2 29.9 30.2 30.3 31.1 30.3 24.6 19.9 9.5 1.2 -8.5 -16.3 -24.3 -39.5 -62.9 -43.5 -46.7 -51.7 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 40.7 11.6 19.9 24.4 26.5 27.7 28.7 29.9 31.6 31.8 32.0 32.8 32.0 26.3 21.4 10.8 2.0 -6.5 -13.7 -21.7 -37.2 -60.7 -41.2 -44.4 -49.4 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 22.9 -2.8 5.7 10.3 12.4 13.4 14.1 14.6 14.0 13.1 12.0 11.7 10.0 2.6 -3.2 -19.7 -32.0 -48.6 -82.1 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 24.1 0.0 7.8 12.0 14.0 14.9 15.6 16.0 15.3 14.0 12.4 11.8 9.8 2.2 -3.9 -20.3 -33.2 -49.8 -80.5 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 23.5 -0.8 7.0 11.3 13.1 14.0 14.4 14.5 13.5 13.4 13.1 13.0 11.5 4.2 -2.0 -17.5 -31.6 -48.3 -76.7 -99.3 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 23.5 -2.3 5.9 10.4 12.4 13.3 13.9 14.2 13.6 13.8 13.8 13.9 12.7 5.6 0.7 -14.6 -24.7 -38.5 -64.7 -89.4 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 26.6 -0.1 8.2 12.7 14.7 15.6 16.3 16.7 16.7 17.1 17.4 17.8 16.9 10.2 5.4 -9.0 -18.3 -30.7 -50.9 -73.1 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 32.6 6.7 14.1 18.3 20.3 21.3 22.3 23.2 24.3 23.7 22.8 23.0 21.7 15.3 10.7 -2.2 -10.6 -21.2 -34.1 -47.1 -70.2 -73.9 -76.9 -81.4 N. Polk Ave - North of W. Shaw
Avenue CNEL 21.2 -4.2 3.3 7.4 9.4 10.4 11.3 12.1 13.0 12.1 11.1 11.1 9.7 3.0 -1.3 -15.5 -23.4 -35.0 -52.2 -68.4 -96.8 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 19.2 -6.3 1.8 6.3 8.3 9.3 10.0 10.6 10.5 9.7 8.6 8.6 6.9 0.0 -6.1 -21.6 -35.6 -52.0 -76.8 -96.4 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 26.1 -0.2 8.0 12.5 14.5 15.5 16.1 16.5 16.2 16.5 16.7 17.0 15.9 9.2 3.7 -11.2 -23.8 -38.5 -63.0 -81.3 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 27.3 0.8 9.1 13.5 15.5 16.5 17.1 17.5 17.4 17.8 18.1 18.4 17.5 10.8 5.4 -9.2 -21.3 -35.8 -58.8 -76.4 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 25.5 -1.1 7.4 12.0 14.1 15.2 15.9 16.5 16.6 16.1 15.4 15.5 14.2 7.4 1.5 -13.9 -27.4 -43.2 -67.8 -87.8 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 26.7 -0.6 7.7 12.2 14.2 15.2 15.9 16.4 16.7 17.3 17.9 18.4 17.6 11.2 6.7 -6.0 -14.0 -25.1 -41.6 -64.1 -90.8 -95.3 -98.5 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 35.9 7.3 15.5 20.0 22.2 23.3 24.3 25.4 26.9 27.0 27.0 27.7 26.8 21.0 16.9 6.2 -0.8 -10.1 -21.1 -33.0 -51.1 -78.1 -55.1 -58.3 -63.3 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 27.1 1.7 9.1 13.2 15.0 15.9 16.5 17.0 17.3 17.7 18.0 18.4 17.5 11.0 5.7 -8.3 -19.1 -31.0 -45.3 -59.2 -82.8 -86.8 -89.8 -94.0 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 38.5 9.4 17.7 22.2 24.3 25.5 26.5 27.7 29.4 29.6 29.8 30.6 29.8 24.2 19.1 8.2 -1.4 -9.9 -16.4 -24.0 -39.5 -62.9 -43.5 -46.7 -51.6 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 24 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Cornelia Ave - N. Parkway
Drive to W. CNEL 40.3 11.1 19.3 23.9 26.0 27.0 27.9 28.8 29.8 30.9 32.0 32.8 32.3 26.5 21.5 14.8 8.0 -0.1 -8.8 -21.5 -33.4 -51.3 -37.9 -41.1 -45.3 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 45.8 15.5 23.8 28.4 30.5 31.6 32.6 33.6 34.9 36.3 37.6 38.7 38.4 33.1 27.9 24.3 14.2 8.3 1.6 -3.2 -12.4 -24.8 -16.9 -20.1 -24.3 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 74.1 38.8 46.7 51.1 53.2 54.4 55.5 56.7 58.1 59.8 60.9 62.6 64.5 65.3 66.0 64.5 63.8 62.5 60.3 57.9 54.6 50.2 49.2 46.4 43.1 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 38.9 9.8 17.7 22.1 24.2 25.3 26.5 27.8 29.8 30.1 30.3 31.2 30.5 25.2 19.8 13.3 6.8 1.6 -1.5 -4.1 -12.6 -25.4 -16.4 -19.6 -24.2 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 28.8 1.2 9.4 13.9 16.0 17.0 17.7 18.3 18.7 19.5 20.1 20.7 20.0 13.8 8.7 -4.7 -14.5 -27.4 -43.7 -58.3 -82.6 -87.0 -90.2 -94.7 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 37.9 8.8 17.1 21.6 23.7 24.9 25.9 27.1 28.8 29.0 29.2 30.0 29.2 23.6 18.7 8.2 -0.7 -10.7 -18.0 -25.4 -40.6 -63.9 -44.6 -47.8 -52.8 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 44.5 14.2 22.5 27.0 29.1 30.3 31.2 32.2 33.6 34.9 36.2 37.4 37.1 31.9 27.1 23.2 13.5 7.0 -0.3 -5.2 -14.4 -26.8 -19.0 -22.2 -26.4 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 67.7 32.5 40.5 44.9 47.0 48.1 49.1 50.3 51.8 53.6 55.4 57.3 58.4 58.2 59.2 58.4 57.4 56.2 53.9 51.4 47.9 43.6 41.8 39.2 36.4 N Brawley Ave - N. Parkway
Drive to W. D CNEL 43.3 14.0 22.0 26.3 28.3 29.4 30.3 31.2 32.5 33.8 35.0 36.0 35.7 30.5 25.4 22.6 12.2 6.3 -0.2 -4.1 -12.8 -24.7 -17.1 -20.2 -24.4 N Brawley Ave - W Shields
Avenue to W. C CNEL 38.7 10.6 18.5 22.8 24.8 25.8 26.6 27.4 28.4 29.5 30.3 31.1 30.5 24.5 19.1 12.2 5.2 -2.8 -11.0 -21.9 -33.6 -51.2 -37.9 -41.0 -45.2 W. Sheilds Ave - West of N.
Grantland Av CNEL 22.6 -3.4 5.2 9.8 11.9 12.9 13.5 13.7 12.6 12.6 12.5 12.4 11.1 3.5 -1.2 -16.8 -26.8 -41.8 -71.3 N. Grantland Ave - W Shields
Avenue to W CNEL 23.7 -2.7 5.8 10.4 12.5 13.6 14.3 14.9 14.9 14.3 13.5 13.5 12.1 5.2 -0.7 -16.3 -29.7 -46.0 -72.8 -92.7 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 19.3 -6.9 1.2 5.7 7.7 8.7 9.3 9.6 9.3 9.7 9.9 10.1 9.1 2.3 -3.2 -18.0 -30.5 -45.4 -70.0 -88.2 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 26.5 -0.8 7.4 11.9 14.0 15.0 15.7 16.2 16.5 17.1 17.6 18.2 17.4 11.0 6.0 -7.6 -16.9 -28.7 -45.5 -65.0 -91.3 -95.8 -99.0 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 34.6 6.1 14.3 18.8 20.9 22.0 23.0 24.1 25.6 25.7 25.7 26.4 25.6 19.7 15.5 4.4 -2.8 -12.2 -23.0 -34.6 -52.7 -79.9 -56.7 -60.0 -64.9 N. Cornelia Ave - W Shields
Avenue to W. CNEL 38.4 10.3 18.2 22.5 24.5 25.5 26.3 27.2 28.2 29.2 30.1 30.8 30.2 24.2 18.9 11.9 4.8 -3.2 -11.5 -22.5 -34.3 -52.0 -38.6 -41.7 -45.9 N. Blythe Ave - W Shields
Avenue to W. C CNEL 42.5 11.5 19.4 23.8 25.8 26.9 27.7 28.7 29.9 31.3 32.8 34.5 35.4 33.0 32.2 28.8 23.5 15.7 4.8 -5.7 -20.7 -34.4 -25.2 -28.1 -31.6 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 45.1 14.7 23.1 27.6 29.7 30.9 31.8 32.8 34.2 35.6 36.9 38.0 37.8 32.6 27.9 24.3 14.5 8.1 0.8 -3.8 -13.0 -25.1 -17.5 -20.7 -24.9 N. Valentine Ave - N. Parkway
Drive to W CNEL 32.6 4.8 12.7 17.1 19.0 20.0 20.8 21.6 22.4 23.3 24.1 24.8 24.2 18.2 13.0 1.6 -7.6 -17.2 -26.1 -36.2 -51.9 -75.3 -56.1 -59.2 -63.6 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 25 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Valentine Ave - W Shields
Avenue to W CNEL 30.3 3.0 10.9 15.2 17.1 18.1 18.8 19.5 20.2 20.9 21.6 22.3 21.5 15.3 11.0 -0.7 -7.4 -16.9 -28.9 -45.1 -63.6 -90.6 -67.8 -70.9 -75.2 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 38.9 10.3 18.5 23.0 25.1 26.3 27.3 28.4 29.9 30.0 30.0 30.7 29.9 24.0 20.0 9.2 2.4 -7.0 -17.9 -29.9 -48.0 -75.0 -52.0 -55.2 -60.2 W. Clinton Ave - N. Valentine
Ave to N. CNEL 36.5 8.8 17.0 21.5 23.6 24.7 25.6 26.5 27.7 27.6 27.3 27.9 26.9 20.7 16.5 3.6 -4.3 -15.0 -28.9 -43.4 -66.6 -70.6 -73.8 -78.8 N. Marks Ave - W Princeton
Avenue to W. CNEL 30.6 4.5 12.3 16.6 18.5 19.5 20.1 20.5 20.7 21.2 21.6 22.0 21.1 14.5 9.2 -5.0 -16.0 -28.8 -46.5 -62.3 -88.9 -93.1 -96.2 N. Marks Ave - W Princeton
Avenue to W. CNEL 28.7 2.2 10.0 14.4 16.3 17.2 17.9 18.4 18.7 19.3 19.7 20.2 19.3 12.8 8.1 -5.9 -14.5 -25.8 -41.8 -59.2 -83.7 -87.9 -91.0 -95.4 W. Clinton Ave - N. Marks
Avenue to SR99 CNEL 34.6 7.6 15.8 20.3 22.4 23.4 24.3 25.1 25.9 25.5 25.0 25.3 24.2 17.7 13.3 -1.1 -9.3 -21.3 -40.0 -57.9 -87.4 -91.3 -94.6 -99.5 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 16.3 -8.6 -0.5 3.9 5.9 6.9 7.6 8.0 7.4 6.3 5.0 4.6 2.8 -4.6 -11.1 -27.2 -42.2 -60.0 -88.6 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 23.6 -0.9 6.9 11.2 13.2 14.1 14.8 15.3 15.0 13.7 12.3 11.9 10.0 2.7 -3.0 -18.9 -30.6 -46.0 -74.4 -97.7 N. Grantland Ave - W. Dakota
Avenue to W CNEL 25.5 -1.1 7.4 12.0 14.1 15.2 15.9 16.5 16.6 16.1 15.4 15.5 14.0 7.3 1.7 -13.8 -26.4 -42.6 -71.5 -87.8 Receiver 7 Fl G LrD,lim dB(A) LrD 72.
0 dB(A)
W. Gettysburg Ave - West of N.
Bryan Ave CNEL 23.5 -3.4 4.4 8.7 10.7 11.8 12.8 13.7 14.9 14.6 14.1 14.6 13.5 7.4 2.2 -11.1 -22.4 -33.3 -44.0 -55.9 -79.2 -83.0 -86.2 -90.9 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 47.5 18.6 27.9 32.6 34.8 36.1 37.3 38.5 39.7 38.9 37.4 37.7 35.9 29.9 23.7 8.1 -5.4 -21.3 -45.0 -66.4 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 39.5 11.2 20.4 25.2 27.4 28.5 29.7 30.9 31.7 30.8 29.0 29.2 27.1 20.7 15.8 0.7 -9.8 -25.7 -54.3 -82.4 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 42.9 13.8 23.1 27.8 30.0 31.2 32.5 33.8 35.1 34.4 32.9 33.4 31.6 25.8 19.6 4.1 -9.7 -25.7 -47.6 -68.1 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 48.9 20.3 29.5 34.3 36.5 37.7 38.9 40.1 41.1 40.3 38.7 39.0 37.1 31.0 25.1 9.5 -2.4 -17.7 -42.9 -65.8 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 39.9 11.8 21.0 25.8 28.0 29.2 30.3 31.5 32.1 31.1 29.3 29.5 27.4 21.1 14.4 -1.7 -16.8 -34.5 -61.6 -86.0 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 32.3 4.8 13.3 18.0 20.1 21.2 22.0 22.8 23.4 23.1 22.7 23.1 22.0 15.7 10.1 -4.7 -17.1 -31.3 -50.6 -67.3 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 31.3 4.3 12.8 17.4 19.6 20.6 21.4 22.1 22.5 22.1 21.5 21.7 20.5 13.8 8.7 -6.6 -16.9 -30.6 -54.6 -75.0 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 23.7 -0.5 6.9 11.0 13.0 13.9 14.7 15.3 15.4 14.1 12.5 12.2 10.3 3.1 -2.2 -18.0 -28.2 -42.4 -67.5 -87.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 26 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Shaw Ave - N. Grantland
Ave to N. CNEL 32.3 4.6 13.1 17.7 19.9 21.0 21.8 22.6 23.4 23.2 22.9 23.4 22.4 16.1 10.6 -3.9 -16.3 -30.0 -47.5 -63.7 -94.9 -99.0 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 35.0 5.4 14.0 18.6 20.8 22.0 23.0 24.1 25.7 26.1 26.3 27.2 26.5 20.8 16.7 5.9 -1.2 -10.3 -21.0 -33.0 -50.9 -77.2 -55.0 -58.3 -63.5 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 30.2 1.4 10.0 14.6 16.8 17.9 18.9 19.8 21.1 21.2 21.2 21.9 21.2 15.1 10.7 -2.3 -10.6 -21.2 -34.7 -49.3 -72.1 -76.2 -79.5 -84.7 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 31.3 4.4 12.6 17.1 19.2 20.2 21.1 21.8 22.6 22.2 21.7 22.0 20.8 14.3 9.8 -4.7 -13.3 -25.3 -43.8 -61.6 -90.8 -94.8 -98.0 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 32.6 6.6 14.8 19.3 21.3 22.3 23.1 23.7 23.9 23.2 22.3 22.4 20.9 14.0 8.8 -6.7 -17.0 -31.0 -55.7 -75.4 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 25.9 0.2 7.6 11.7 13.7 14.8 15.7 16.6 17.7 17.0 16.0 16.2 14.9 8.5 3.8 -8.9 -17.5 -28.3 -42.1 -56.8 -81.7 -85.4 -88.4 -92.9 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 25.5 -0.6 7.3 11.6 13.6 14.6 15.4 16.2 17.0 16.4 15.6 15.8 14.5 8.0 3.0 -11.4 -21.2 -33.3 -50.3 -66.5 -95.4 -99.2 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 18.7 -6.9 0.9 5.2 7.2 8.2 9.0 9.7 10.2 9.4 8.4 8.4 6.9 0.1 -4.6 -19.9 -29.0 -42.0 -63.9 -83.0 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 37.3 7.1 15.7 20.4 22.6 23.8 24.9 26.1 27.8 28.3 28.7 29.7 29.1 23.5 18.4 8.0 -1.7 -9.8 -16.5 -24.4 -39.7 -62.7 -43.9 -47.2 -52.4 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 29.0 4.4 12.3 16.5 18.5 19.5 20.2 20.6 20.3 19.1 17.6 17.3 15.4 8.0 2.5 -13.7 -24.7 -40.1 -69.6 -92.5 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 29.4 2.3 10.2 14.5 16.4 17.4 18.1 18.7 19.4 20.1 20.8 21.4 20.7 14.3 10.3 -1.5 -8.0 -17.4 -29.6 -46.3 -64.7 -91.5 -68.9 -72.0 -76.3 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 29.7 3.7 11.5 15.8 17.7 18.7 19.2 19.7 19.8 20.2 20.5 20.9 20.0 13.1 9.2 -4.3 -11.5 -22.6 -39.7 -62.2 -88.7 -93.0 -96.1 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 25.7 0.7 8.5 12.8 14.7 15.6 16.1 16.3 15.8 15.9 15.9 16.0 14.7 7.5 3.0 -12.0 -20.8 -33.8 -57.5 -82.5 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 21.7 -2.3 5.5 9.7 11.6 12.4 12.9 12.9 11.7 11.5 11.1 10.8 9.3 1.6 -3.6 -19.4 -29.8 -44.6 -74.2 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 31.8 2.5 11.1 15.8 17.9 19.0 19.8 20.5 20.9 21.8 22.7 23.5 23.2 20.6 18.8 14.7 7.0 -4.0 -19.7 -48.8 -82.1 -87.0 -90.1 -93.6 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 36.1 5.0 13.6 18.3 20.5 21.6 22.5 23.4 24.4 25.6 26.9 28.1 28.1 26.1 24.8 21.4 15.0 5.7 -6.8 -31.0 -53.1 -78.5 -57.9 -61.0 -64.8 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 43.5 10.3 19.0 23.7 25.9 27.1 28.2 29.3 30.7 32.2 33.9 35.5 35.8 34.5 33.7 31.1 25.8 18.7 7.6 -0.6 -17.0 -30.5 -21.9 -25.0 -28.5 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 67.6 29.4 38.1 42.9 45.2 46.5 47.7 49.0 50.9 52.9 55.2 57.5 59.1 58.2 58.7 58.1 57.1 56.2 53.7 50.8 46.9 42.5 40.5 37.7 35.2 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 28.9 1.1 9.6 14.3 16.4 17.5 18.2 18.6 18.5 19.1 19.6 20.0 19.3 16.2 14.0 9.0 0.1 -12.6 -32.0 -64.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 27 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 24.7 -0.8 7.4 11.9 13.8 14.8 15.3 15.5 14.7 14.7 14.6 14.6 13.3 9.5 6.6 0.7 -9.5 -24.1 -47.4 -84.3 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 20.9 -3.9 4.3 8.8 10.7 11.6 12.1 12.2 10.7 10.5 10.1 9.7 8.1 3.9 0.6 -6.0 -17.4 -33.7 -60.0 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 29.8 2.5 10.7 15.2 17.3 18.3 19.2 20.1 21.0 20.8 20.4 20.8 19.7 13.2 9.9 -2.4 -9.4 -20.5 -37.0 -56.1 -82.1 -86.1 -89.3 -94.3 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 28.6 0.2 8.4 12.9 15.0 16.1 17.1 18.1 19.6 19.7 19.6 20.3 19.4 13.4 10.0 -0.5 -7.0 -16.4 -28.2 -41.2 -59.3 -86.3 -63.3 -66.6 -71.5 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 31.4 2.0 10.2 14.7 16.9 18.0 19.1 20.3 22.2 22.5 22.8 23.6 22.9 17.3 12.3 6.4 0.1 -7.8 -15.1 -22.4 -33.8 -51.1 -37.9 -41.1 -46.0 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 33.4 3.2 11.5 16.0 18.1 19.3 20.5 21.8 23.9 24.4 24.9 26.0 25.4 20.3 15.3 11.7 3.4 -2.3 -7.1 -9.7 -18.0 -30.3 -22.0 -25.2 -30.1 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 29.4 3.1 11.3 15.8 17.8 18.8 19.6 20.3 20.7 20.1 19.3 19.4 18.0 11.1 7.3 -6.7 -14.9 -27.8 -49.9 -72.6 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 28.3 3.0 11.1 15.6 17.6 18.6 19.3 19.8 19.6 18.6 17.5 17.3 15.5 8.2 3.6 -11.3 -21.0 -35.8 -63.1 -89.9 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 31.6 3.9 12.4 17.1 19.2 20.3 21.2 22.0 22.7 22.5 22.2 22.6 21.5 15.3 10.2 -4.0 -14.5 -29.4 -50.4 -64.5 -96.3 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 29.5 3.5 11.4 15.7 17.7 18.7 19.5 20.2 20.7 20.1 19.3 19.4 18.2 14.9 12.4 7.3 -1.8 -14.5 -34.0 -65.8 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 34.6 6.0 13.9 18.3 20.2 21.2 22.0 22.7 23.5 24.5 25.4 26.4 26.2 24.0 22.5 18.9 12.4 3.2 -9.2 -33.0 -54.4 -79.5 -58.7 -61.7 -65.5 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 27.3 0.2 8.5 13.0 15.0 16.0 16.7 17.2 17.3 17.9 18.3 18.8 18.0 11.3 7.5 -6.0 -13.2 -24.4 -41.7 -65.0 -92.0 -96.4 -99.6 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 26.4 -0.2 8.0 12.5 14.5 15.5 16.1 16.5 16.4 16.9 17.2 17.6 16.7 9.9 5.3 -9.4 -18.1 -30.2 -50.7 -73.4 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 28.1 3.5 11.0 15.1 17.0 18.0 18.8 19.5 19.9 18.7 17.3 17.1 15.4 8.5 3.2 -12.1 -22.2 -35.4 -56.5 -74.9 N. Polk Ave - North of W. Shaw
Avenue CNEL 17.2 -6.9 0.5 4.6 6.5 7.5 8.3 8.8 8.9 7.6 6.0 5.7 3.8 -3.4 -8.8 -24.6 -35.1 -49.5 -74.5 -94.8 Bullard Ave - N Garfield to N.
Grantland CNEL 20.0 -4.9 2.9 7.2 9.1 10.1 10.9 11.4 11.5 10.5 9.3 9.1 7.4 0.5 -5.4 -20.5 -33.2 -49.8 -76.3 -92.2 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 19.4 -6.2 1.9 6.4 8.4 9.4 10.2 10.7 10.6 9.8 8.8 8.8 7.2 0.3 -6.0 -21.3 -35.7 -52.2 -75.1 -96.3 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 26.9 2.0 9.8 14.1 16.0 17.0 17.8 18.3 18.2 17.2 16.0 15.7 14.1 10.3 7.3 1.3 -9.1 -23.7 -46.9 -83.1 Bullard Ave - N Garfield Avenue
to N. Gr CNEL 14.6 -9.5 -1.8 2.5 4.5 5.4 6.1 6.5 5.9 4.5 2.9 2.4 0.3 -7.0 -13.4 -29.2 -43.3 -61.8 -91.8 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 28 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
Bullard Ave - N. Grantland
Avenue to N. CNEL 22.3 -1.9 5.9 10.2 12.2 13.1 13.8 14.2 13.6 12.2 10.6 10.2 8.2 0.8 -6.2 -21.9 -37.8 -55.9 -80.7 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 32.5 4.2 12.5 17.0 19.1 20.1 20.9 21.6 22.3 23.2 24.0 24.7 24.1 17.9 14.0 2.6 -3.8 -13.3 -25.7 -43.5 -62.3 -89.4 -66.8 -70.0 -74.4 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 41.2 11.0 19.3 23.8 25.9 27.1 28.0 29.0 30.3 31.6 32.9 34.0 33.8 28.5 23.4 19.8 10.3 4.0 -2.8 -7.4 -16.2 -28.0 -20.7 -23.9 -28.2 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 43.4 10.3 19.0 23.7 25.9 27.1 28.3 29.7 31.7 32.6 33.6 35.2 35.6 34.3 33.5 30.8 25.4 18.1 7.4 0.3 -11.5 -23.9 -15.7 -19.0 -23.9 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 27.7 0.1 8.3 12.8 14.9 15.9 16.6 17.2 17.6 18.3 18.9 19.5 18.9 12.5 8.0 -5.3 -13.2 -23.8 -38.6 -58.3 -81.8 -86.2 -89.4 -93.9 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 30.5 3.5 11.7 16.2 18.2 19.3 20.2 20.9 21.8 21.4 20.9 21.3 20.1 13.7 8.9 -5.4 -14.8 -26.8 -44.2 -61.5 -90.4 -94.4 -97.6 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 29.9 3.8 11.2 15.3 17.1 18.0 18.7 19.3 20.0 20.6 21.1 21.7 20.9 14.6 9.6 -3.6 -12.8 -22.5 -32.9 -44.2 -61.8 -88.0 -65.8 -68.8 -73.0 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 33.0 5.4 13.6 18.1 20.2 21.3 22.2 23.1 24.2 24.1 23.8 24.3 23.3 17.1 12.5 -0.4 -8.9 -19.9 -34.5 -50.3 -75.3 -79.3 -82.5 -87.5 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 28.6 2.9 11.1 15.5 17.5 18.5 19.0 19.3 18.7 18.9 18.9 19.1 17.9 10.8 5.5 -9.6 -20.6 -34.5 -59.8 -84.3 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 30.3 4.0 12.2 16.7 18.7 19.6 20.2 20.6 20.4 20.7 20.9 21.2 20.3 13.5 8.0 -6.8 -19.4 -34.0 -57.5 -75.9 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 27.0 2.2 10.0 14.3 16.3 17.2 18.0 18.5 18.5 17.4 16.2 16.0 14.2 7.2 1.0 -14.5 -28.6 -44.7 -67.4 -87.8 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 19.6 -4.7 3.1 7.4 9.3 10.3 11.0 11.4 10.8 9.5 8.0 7.5 5.5 -2.1 -7.9 -24.3 -36.1 -52.2 -83.1 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 33.9 4.9 13.1 17.7 19.7 20.8 21.7 22.5 23.5 24.6 25.5 26.4 25.9 20.0 14.8 4.0 -5.9 -14.8 -23.6 -34.2 -49.9 -73.0 -54.3 -57.5 -61.9 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 33.6 5.7 13.9 18.4 20.5 21.6 22.5 23.5 24.7 24.7 24.5 25.1 24.2 18.3 13.2 -0.1 -11.2 -22.2 -33.3 -45.1 -68.1 -72.1 -75.3 -80.3 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 29.8 3.2 11.4 15.9 17.9 18.9 19.5 19.9 19.8 20.3 20.6 21.0 20.1 13.4 7.9 -6.7 -19.2 -33.2 -54.8 -72.9 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 24.9 0.4 8.2 12.5 14.3 15.2 15.7 15.8 15.0 14.9 14.8 14.7 13.4 6.1 0.0 -15.2 -29.3 -45.5 -71.8 -93.9 N Brawley Ave - N. Parkway
Drive to W. D CNEL 22.1 -1.5 6.3 10.6 12.4 13.2 13.6 13.6 12.0 11.5 10.9 10.5 8.7 1.0 -5.8 -21.8 -37.3 -55.7 -85.8 N Brawley Ave - W Shields
Avenue to W. C CNEL 23.4 -0.3 7.5 11.8 13.6 14.5 14.9 14.8 13.3 12.9 12.4 11.9 10.1 2.5 -4.0 -20.0 -34.8 -53.2 -84.1 W. Sheilds Ave - West of N.
Grantland Av CNEL 62.2 24.2 33.0 37.7 40.0 41.3 42.5 43.9 45.7 47.9 50.2 52.7 54.6 53.2 53.7 52.6 51.0 49.5 46.6 43.3 38.9 33.7 33.5 30.7 28.1 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 29 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Grantland Ave - W Shields
Avenue to W CNEL 62.0 24.3 33.0 37.7 40.0 41.3 42.7 44.3 46.8 48.2 49.9 52.3 54.1 52.9 53.4 52.3 50.7 49.3 46.4 43.5 39.1 34.5 34.3 31.4 28.3 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 35.5 5.1 13.3 17.9 20.0 21.1 22.1 23.1 24.5 25.9 27.2 28.4 28.2 23.0 18.2 14.9 5.1 -1.2 -8.4 -12.9 -21.7 -33.5 -26.3 -29.4 -33.7 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 32.6 3.7 11.9 16.5 18.5 19.6 20.5 21.3 22.3 23.3 24.3 25.1 24.6 18.7 13.6 2.6 -6.4 -16.2 -25.4 -36.0 -51.8 -74.8 -56.3 -59.4 -63.8 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 32.4 4.5 12.7 17.2 19.3 20.4 21.3 22.3 23.5 23.5 23.3 23.9 22.9 17.0 11.9 -1.0 -11.5 -23.7 -35.6 -46.5 -69.8 -73.8 -77.0 -82.0 N. Cornelia Ave - W Shields
Avenue to W. CNEL 28.6 3.1 10.9 15.2 17.1 18.0 18.6 18.9 18.7 19.0 19.2 19.4 18.3 11.5 6.1 -8.5 -20.2 -34.8 -57.8 -74.3 N. Blythe Ave - W Shields
Avenue to W. C CNEL 25.0 0.5 8.3 12.6 14.4 15.3 15.8 15.9 15.1 15.0 14.8 14.7 13.3 6.1 0.3 -15.1 -28.4 -44.8 -73.5 -93.9 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 24.6 -0.1 8.1 12.6 14.5 15.4 15.9 16.0 14.5 14.3 13.9 13.6 12.0 4.4 -2.3 -18.0 -33.7 -51.8 -81.3 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 18.9 -6.9 1.2 5.7 7.7 8.7 9.5 10.0 10.1 9.4 8.5 8.5 7.0 0.2 -6.0 -21.1 -35.5 -51.5 -72.9 -93.6 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 30.7 3.5 11.3 15.7 17.7 18.7 19.7 20.5 21.6 21.4 21.0 21.5 20.6 18.0 15.9 11.6 3.9 -7.0 -22.6 -49.4 -77.0 -81.0 -84.0 -88.6 N. Grantland Ave - W. Dakota
Avenue to W CNEL 68.3 30.3 39.0 43.7 46.0 47.4 48.7 50.2 52.6 54.0 55.8 58.1 59.6 59.0 59.5 58.9 57.6 56.7 54.3 51.6 47.6 43.5 41.8 39.0 35.9 Receiver 8 Fl G LrD,lim dB(A) LrD 78.
4 dB(A)
W. Gettysburg Ave - West of N.
Bryan Ave CNEL 20.9 -5.3 2.6 6.9 8.9 9.9 10.8 11.6 12.4 11.8 11.1 11.3 10.0 3.5 -1.2 -15.6 -24.5 -36.5 -54.0 -70.1 -99.1 SR99 - W. Shields Avenue to
W. Clinton A CNEL 41.6 13.0 22.2 27.0 29.2 30.4 31.6 32.8 33.8 32.9 31.3 31.6 29.6 23.4 17.5 1.5 -10.9 -27.1 -56.1 -76.7 SR99 - W. Dakota Avenue to W.
Sheilds Av CNEL 49.2 19.3 28.6 33.3 35.6 36.8 38.1 39.5 41.3 40.9 39.7 40.4 38.9 33.2 28.2 13.1 3.2 -10.0 -29.8 -48.2 -81.8 -86.2 -89.8 -95.9 SR99 - W. Shields Avenue to
W. Clinton A CNEL 46.2 17.1 26.4 31.1 33.3 34.6 35.8 37.1 38.4 37.7 36.3 36.7 34.8 29.0 24.4 10.8 0.4 -15.2 -43.0 -62.6 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 47.0 16.6 25.8 30.6 32.9 34.1 35.5 37.0 39.0 38.7 37.6 38.4 37.0 31.6 27.2 13.8 4.9 -7.6 -26.2 -44.7 -76.0 -80.4 -84.0 -90.1 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 49.9 19.1 28.4 33.2 35.4 36.7 38.1 39.6 41.8 41.6 40.7 41.6 40.4 35.0 30.4 16.6 7.0 -4.7 -20.1 -35.7 -63.8 -68.2 -71.8 -77.9 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 54.0 22.8 32.1 36.9 39.2 40.4 41.9 43.5 45.8 45.7 44.9 45.9 44.8 39.6 34.6 21.5 10.0 -1.6 -13.7 -27.0 -52.9 -90.7 -57.3 -60.9 -67.0 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 47.6 16.4 25.6 30.4 32.7 34.0 35.4 37.0 39.4 39.4 38.6 39.6 38.4 33.1 29.3 17.2 9.1 -2.0 -16.9 -32.4 -58.1 -95.9 -62.5 -66.2 -72.2 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 30 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 46.9 16.3 25.6 30.4 32.6 33.9 35.2 36.8 38.8 38.6 37.6 38.4 37.1 31.7 26.5 11.9 0.5 -12.3 -27.6 -43.1 -73.4 -77.8 -81.4 -87.5 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 18.2 -7.6 0.2 4.5 6.5 7.4 8.0 8.4 8.4 8.8 9.0 9.3 8.4 1.5 -3.0 -17.7 -26.2 -38.1 -57.9 -78.7 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 17.8 -7.9 0.0 4.3 6.2 7.1 7.6 8.0 7.9 8.2 8.4 8.7 7.7 0.8 -3.8 -18.6 -27.2 -39.4 -60.4 -81.9 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 13.0 -12.5 -4.7 -0.4 1.5 2.4 3.0 3.3 3.2 3.5 3.6 3.9 2.8 -4.1 -8.8 -23.9 -32.9 -45.4 -67.3 -88.6 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 16.0 -9.4 -1.6 2.7 4.6 5.5 6.1 6.4 6.2 6.4 6.6 6.8 5.8 -1.1 -6.6 -21.4 -33.5 -47.4 -69.6 -87.5 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 50.0 20.7 30.0 34.8 37.0 38.2 39.5 40.8 42.2 41.6 40.2 40.8 39.1 33.3 28.2 13.0 3.1 -11.0 -33.2 -49.9 -83.8 -88.2 -91.8 -97.9 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 48.2 17.1 26.4 31.1 33.4 34.7 36.1 37.7 40.0 40.0 39.2 40.2 39.0 33.8 28.7 15.5 4.0 -7.7 -20.0 -33.4 -59.8 -98.6 -64.2 -67.8 -73.9 CNEL 17.3 -10.3 -1.8 2.9 5.0 6.1 6.9 7.7 8.4 8.2 7.9 8.3 7.3 0.9 -4.4 -19.3 -31.0 -44.5 -63.6 -80.1 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 32.2 4.7 13.3 17.9 20.0 21.1 21.9 22.7 23.3 23.0 22.6 23.0 21.8 15.4 10.0 -5.0 -17.1 -31.6 -52.0 -68.0 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 33.3 5.6 14.2 18.8 20.9 22.0 22.9 23.7 24.4 24.2 23.9 24.3 23.2 16.9 11.7 -3.0 -14.1 -28.7 -49.2 -63.2 -95.0 -99.1 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 26.6 1.5 9.0 13.1 15.1 16.1 16.9 17.7 18.4 17.5 16.3 16.3 14.8 8.2 2.6 -12.3 -24.3 -38.0 -53.8 -68.2 -99.0 W. Shaw Ave - N. Grantland
Ave to N. CNEL 30.1 3.1 11.6 16.3 18.4 19.4 20.2 20.9 21.2 20.8 20.2 20.4 19.1 12.4 7.4 -7.9 -18.2 -32.1 -56.8 -76.8 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 34.8 5.2 13.8 18.5 20.6 21.8 22.8 23.9 25.5 25.9 26.1 26.9 26.2 20.5 16.4 5.4 -1.7 -11.1 -22.1 -34.2 -52.3 -79.2 -56.4 -59.7 -64.9 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 35.2 5.1 13.7 18.3 20.5 21.7 22.8 24.0 25.7 26.2 26.6 27.6 26.9 21.5 16.7 6.6 -2.0 -12.4 -20.3 -28.0 -43.2 -66.2 -47.3 -50.7 -55.8 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 39.3 10.2 18.4 22.9 25.1 26.2 27.3 28.4 30.1 30.4 30.5 31.4 30.6 24.9 19.8 9.2 -0.5 -8.8 -15.2 -22.6 -38.0 -61.2 -42.0 -45.2 -50.2 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 41.2 12.6 20.8 25.3 27.4 28.6 29.6 30.7 32.2 32.3 32.3 33.0 32.2 26.3 22.1 11.1 4.0 -5.3 -15.8 -27.2 -45.2 -71.9 -49.2 -52.4 -57.4 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 25.7 0.0 7.5 11.6 13.6 14.6 15.6 16.4 17.5 16.8 15.8 16.0 14.6 8.3 3.5 -9.4 -18.0 -29.1 -43.3 -57.8 -83.0 -86.7 -89.8 -94.2 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 28.4 1.5 9.3 13.7 15.7 16.8 17.7 18.6 19.8 19.5 19.0 19.4 18.3 12.2 7.1 -5.5 -15.7 -28.4 -40.7 -51.1 -74.8 -78.7 -81.8 -86.5 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 23.4 -3.6 4.3 8.6 10.6 11.7 12.6 13.5 14.8 14.5 14.0 14.5 13.4 7.3 2.1 -11.1 -22.3 -33.4 -44.1 -55.5 -78.7 -82.5 -85.7 -90.4 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 31.9 3.2 11.7 16.4 18.5 19.7 20.6 21.6 22.8 22.9 22.9 23.6 22.8 16.7 12.3 -0.8 -9.2 -20.0 -33.9 -48.5 -71.8 -76.0 -79.3 -84.5 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 31 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 37.0 10.0 17.8 22.2 24.2 25.3 26.2 27.1 28.4 28.1 27.6 28.0 26.9 20.7 16.5 4.1 -3.6 -13.9 -27.1 -41.1 -63.8 -97.6 -67.7 -70.8 -75.5 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 38.9 9.7 17.6 22.0 24.0 25.0 25.9 26.9 28.1 29.4 30.6 31.6 31.4 26.1 21.4 17.7 8.2 1.6 -5.6 -9.9 -18.7 -30.6 -23.1 -26.1 -30.3 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 43.0 13.9 21.8 26.2 28.2 29.3 30.1 31.1 32.3 33.6 34.8 35.8 35.4 30.1 24.9 21.6 11.6 5.6 -0.9 -5.0 -13.7 -25.7 -18.0 -21.1 -25.3 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 37.3 9.2 17.1 21.4 23.4 24.4 25.2 26.0 27.1 28.1 29.0 29.8 29.1 23.2 17.8 10.8 4.0 -3.9 -12.1 -22.8 -34.4 -51.8 -38.7 -41.8 -46.0 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 31.3 4.2 12.1 16.4 18.4 19.3 20.0 20.7 21.3 22.0 22.6 23.2 22.5 16.1 12.1 0.1 -6.4 -15.9 -28.4 -45.2 -64.0 -91.3 -68.2 -71.3 -75.6 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 23.8 -2.4 5.5 9.8 11.7 12.6 13.2 13.7 13.9 14.4 14.7 15.1 14.3 7.5 3.7 -9.6 -16.6 -27.7 -44.7 -67.0 -93.5 -97.7 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 72.9 34.6 43.3 48.1 50.3 51.6 52.7 54.0 55.5 57.4 59.2 61.0 62.6 64.0 65.4 64.2 62.9 62.2 59.4 56.7 52.7 47.5 46.6 43.8 41.2 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 68.7 30.4 39.1 43.9 46.1 47.4 48.6 49.9 51.7 53.7 55.9 58.0 59.3 59.2 60.3 59.7 58.8 57.4 55.0 52.2 48.4 43.9 41.4 38.6 36.1 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 43.5 10.0 18.6 23.4 25.6 26.8 27.8 28.9 30.3 32.0 33.7 35.5 36.5 34.5 33.8 30.8 25.4 17.7 6.6 -3.8 -19.7 -33.9 -24.7 -27.7 -31.1 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 35.6 4.1 12.7 17.4 19.6 20.7 21.6 22.5 23.5 24.8 26.2 27.6 28.3 25.7 24.5 20.6 14.2 4.6 -8.3 -33.0 -56.3 -82.5 -61.1 -64.2 -67.9 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 44.6 11.2 19.9 24.6 26.8 28.0 29.1 30.2 31.6 33.2 34.9 36.6 37.4 35.7 34.9 32.0 26.7 19.2 8.0 -1.4 -17.7 -31.6 -22.7 -25.7 -29.2 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 36.3 6.3 14.6 19.1 21.2 22.3 23.1 23.9 24.7 25.9 27.0 28.2 28.3 26.0 24.6 21.0 14.5 5.1 -7.5 -31.7 -54.0 -79.7 -58.6 -61.6 -65.5 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 32.6 4.3 12.6 17.1 19.1 20.1 20.9 21.4 21.8 22.6 23.3 24.1 23.9 21.0 19.1 14.8 7.1 -4.0 -19.8 -49.0 -82.5 -87.2 -90.2 -93.7 W. Sheilds Ave - N. Valentine
Ave to N. CNEL 27.7 1.2 9.4 13.9 15.9 16.9 17.5 17.8 17.5 17.8 18.1 18.4 17.5 13.2 10.7 5.0 -3.9 -16.7 -36.3 -69.4 Shields Ave & Valentine Ave
East CNEL 22.1 -5.2 3.0 7.5 9.5 10.5 11.2 11.6 11.6 12.2 12.7 13.2 12.7 9.5 7.4 2.4 -6.1 -18.5 -37.2 -69.4 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 42.9 12.5 20.8 25.4 27.5 28.7 29.9 31.2 33.3 33.9 34.4 35.4 34.9 29.9 24.9 21.8 13.3 7.6 2.6 0.1 -7.9 -20.0 -12.0 -15.2 -20.1 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 37.8 7.4 15.7 20.2 22.4 23.6 24.8 26.1 28.1 28.7 29.2 30.3 29.9 25.0 20.4 17.0 8.6 2.4 -3.3 -5.9 -13.9 -25.8 -17.9 -21.1 -26.1 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 31.2 1.8 10.1 14.6 16.7 17.9 19.0 20.2 22.0 22.3 22.6 23.4 22.6 17.1 12.2 6.3 -0.2 -8.2 -15.7 -23.2 -34.8 -52.3 -38.8 -42.1 -47.0 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 24.2 -4.1 4.1 8.5 10.6 11.8 12.7 13.8 15.2 15.3 15.2 15.8 15.0 8.9 5.6 -4.9 -11.4 -21.0 -33.0 -46.4 -64.9 -92.4 -68.9 -72.1 -77.1 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 32 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Clinton Ave - N. Cornelia
Avenue to N CNEL 40.9 11.5 19.8 24.3 26.4 27.6 28.7 29.9 31.7 32.1 32.3 33.2 32.4 26.8 21.9 16.0 9.7 1.8 -5.7 -13.1 -24.6 -41.9 -28.6 -31.8 -36.7 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 37.9 9.5 17.8 22.3 24.4 25.5 26.5 27.5 29.0 29.0 29.0 29.6 28.7 22.7 19.3 8.9 2.4 -7.1 -19.0 -32.2 -50.6 -77.8 -54.6 -57.8 -62.7 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 27.8 1.4 9.9 14.5 16.6 17.7 18.4 19.0 18.9 18.3 17.5 17.5 16.0 9.1 3.6 -12.2 -23.6 -38.7 -67.1 -88.5 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 26.5 1.8 9.6 13.9 15.9 16.8 17.6 18.1 17.9 16.7 15.4 15.1 13.3 6.1 0.4 -15.6 -27.2 -42.3 -70.0 -90.5 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 27.4 1.8 9.7 14.0 15.9 16.8 17.3 17.7 17.6 17.9 18.1 18.3 17.3 10.5 5.6 -8.9 -18.5 -30.8 -50.5 -72.0 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 25.8 -0.8 7.4 11.9 13.9 14.9 15.5 15.9 15.8 16.3 16.6 16.9 15.9 9.2 4.6 -10.1 -18.8 -31.2 -52.1 -74.6 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 27.7 0.6 8.9 13.4 15.4 16.4 17.0 17.5 17.7 18.2 18.7 19.1 18.3 11.6 7.7 -5.9 -13.2 -24.5 -42.2 -65.4 -92.8 -97.3 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 32.9 5.9 13.4 17.5 19.5 20.6 21.5 22.5 23.7 23.3 22.8 23.8 23.9 20.3 18.2 13.1 5.4 -6.1 -22.0 -49.3 -79.1 -82.9 -85.9 -90.1 N. Polk Ave - North of W. Shaw
Avenue CNEL 20.9 -5.1 2.3 6.5 8.4 9.5 10.3 11.1 12.0 11.4 10.7 11.4 11.3 7.3 4.9 -0.8 -9.3 -22.2 -40.8 -71.4 Bullard Ave - N Garfield to N.
Grantland CNEL 14.7 -9.5 -1.7 2.6 4.5 5.5 6.2 6.5 6.0 4.6 3.0 2.5 0.5 -7.1 -12.9 -29.4 -41.3 -57.6 -89.1 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 19.4 -6.2 1.9 6.4 8.4 9.4 10.2 10.7 10.6 9.8 8.8 8.8 7.2 0.3 -5.9 -21.3 -35.4 -52.1 -76.3 -96.2 N. Grantland Ave - W. Bullard
Ave to Bar CNEL 22.2 -2.0 5.9 10.1 12.1 13.0 13.7 14.1 13.5 12.1 10.5 10.0 7.9 0.3 -5.7 -22.3 -34.9 -51.5 -83.8 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 30.0 2.5 10.7 15.2 17.3 18.3 19.0 19.6 20.0 20.7 21.3 21.8 21.1 14.7 10.3 -3.1 -11.0 -21.8 -37.1 -56.9 -80.8 -85.3 -88.5 -92.9 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 34.8 6.0 14.3 18.8 20.9 22.0 22.8 23.6 24.4 25.4 26.3 27.2 26.6 20.7 15.7 3.7 -5.8 -15.2 -24.8 -35.9 -52.2 -76.1 -56.7 -59.9 -64.3 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 31.0 2.5 11.1 15.7 17.9 19.0 19.9 20.8 22.0 22.0 21.9 22.6 21.7 15.7 10.7 -3.2 -13.5 -25.3 -39.8 -53.7 -79.2 -83.3 -86.7 -91.9 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 29.8 1.6 9.8 14.3 16.4 17.4 18.2 18.9 19.6 20.4 21.2 21.9 21.3 15.1 11.2 -0.6 -6.9 -16.5 -29.2 -47.1 -66.1 -93.7 -70.6 -73.8 -78.2 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 38.3 7.5 15.8 20.3 22.4 23.5 24.6 25.8 27.5 28.0 28.6 30.2 31.1 28.2 26.8 22.5 16.0 6.1 -6.7 -29.2 -47.3 -72.2 -51.3 -54.5 -59.3 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 33.5 6.6 14.1 18.2 20.1 21.0 21.8 22.5 23.5 24.3 25.1 25.7 24.9 18.8 13.4 6.4 -0.6 -8.5 -16.5 -26.5 -37.9 -55.2 -42.0 -45.0 -49.1 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 45.8 12.9 21.2 25.8 27.9 29.1 30.3 31.7 33.9 34.7 35.7 37.7 38.9 36.6 35.7 32.2 26.8 19.0 8.0 -0.7 -13.3 -25.2 -17.5 -20.6 -25.1 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 33 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Cornelia Ave - N. Parkway
Drive to W. CNEL 35.7 7.6 15.9 20.4 22.5 23.5 24.3 24.9 25.5 26.4 27.1 27.8 27.2 20.9 17.1 5.4 -1.0 -10.6 -23.4 -41.6 -60.7 -88.0 -65.1 -68.3 -72.7 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 41.1 11.8 20.1 24.6 26.7 27.8 28.7 29.6 30.6 31.8 32.9 33.8 33.2 27.4 22.1 15.2 8.4 0.5 -7.9 -19.2 -31.0 -48.5 -35.5 -38.7 -43.0 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 36.4 8.7 16.6 21.0 23.0 24.1 25.1 26.1 27.7 27.5 27.3 27.8 26.9 20.9 16.6 5.7 -1.6 -10.7 -20.9 -31.7 -49.5 -76.1 -53.3 -56.4 -61.1 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 27.3 0.6 8.4 12.8 14.8 15.8 16.8 17.6 18.8 18.4 17.8 18.2 17.0 10.8 5.7 -8.0 -18.3 -29.7 -42.9 -55.7 -80.8 -84.7 -87.8 -92.5 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 40.3 10.0 18.3 22.8 24.9 26.1 27.0 28.0 29.4 30.7 32.0 33.2 32.9 27.6 22.5 19.0 8.9 3.0 -3.8 -8.5 -17.6 -30.0 -22.2 -25.3 -29.6 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 75.5 38.6 47.0 51.5 53.7 54.9 56.1 57.3 59.0 60.7 61.7 64.0 67.0 66.8 67.2 66.3 65.4 64.0 61.5 58.9 54.8 50.6 49.4 46.6 43.2 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 44.8 14.4 22.8 27.3 29.4 30.5 31.5 32.5 33.9 35.3 36.6 37.7 37.5 32.2 27.1 23.9 13.9 7.8 1.1 -3.4 -12.5 -24.7 -17.0 -20.2 -24.5 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 36.0 8.2 16.1 20.4 22.4 23.4 24.2 24.9 25.8 26.7 27.5 28.3 27.6 21.6 16.4 5.2 -4.7 -13.6 -22.3 -32.6 -48.3 -71.7 -52.6 -55.7 -60.0 N Brawley Ave - N. Parkway
Drive to W. D CNEL 30.4 4.1 11.9 16.2 18.1 19.1 19.7 20.2 20.4 21.0 21.4 21.8 21.0 14.5 9.2 -4.9 -15.8 -28.3 -44.6 -60.0 -85.3 -89.6 -92.7 -97.1 N Brawley Ave - W Shields
Avenue to W. C CNEL 32.3 5.8 13.6 17.9 19.9 20.8 21.5 22.0 22.4 23.0 23.5 23.9 23.1 16.8 11.7 -1.7 -11.4 -24.3 -40.2 -54.1 -78.0 -82.3 -85.4 -89.7 W. Sheilds Ave - West of N.
Grantland Av CNEL 30.6 0.9 9.5 14.2 16.3 17.4 18.2 18.9 19.3 20.3 21.3 22.5 22.9 19.6 17.9 13.3 5.7 -5.7 -21.7 -51.2 -85.9 -91.0 -93.9 -97.2 N. Grantland Ave - W Shields
Avenue to W CNEL 30.9 2.1 10.7 15.3 17.5 18.6 19.6 20.6 21.8 22.0 22.0 22.7 21.9 16.0 11.2 -1.7 -11.3 -23.5 -37.4 -49.3 -73.2 -77.4 -80.7 -85.9 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 28.3 -0.5 7.7 12.2 14.3 15.4 16.2 17.0 18.0 19.0 20.0 20.8 20.3 14.4 9.4 -2.0 -10.3 -20.8 -30.6 -41.5 -57.5 -81.1 -62.0 -65.2 -69.5 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 39.1 8.7 17.0 21.6 23.7 24.8 25.8 26.8 28.1 29.5 30.8 31.9 31.7 26.5 21.7 17.9 8.2 1.7 -5.6 -10.5 -19.7 -32.1 -24.3 -27.5 -31.7 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 68.0 31.4 39.8 44.3 46.5 47.8 49.0 50.4 52.4 53.7 55.4 57.6 58.8 58.6 59.4 58.8 57.8 56.4 54.2 51.9 48.5 44.4 42.4 39.6 36.3 N. Cornelia Ave - W Shields
Avenue to W. CNEL 43.4 14.2 22.2 26.5 28.5 29.6 30.5 31.4 32.7 33.9 35.1 36.1 35.8 30.5 25.7 21.9 12.4 5.8 -1.4 -5.7 -14.6 -26.6 -18.9 -22.0 -26.1 N. Blythe Ave - W Shields
Avenue to W. C CNEL 36.1 8.3 16.2 20.5 22.5 23.5 24.2 25.0 25.9 26.8 27.6 28.3 27.7 21.7 16.6 5.4 -3.0 -13.4 -22.9 -33.1 -48.8 -72.1 -53.1 -56.2 -60.5 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 33.7 6.0 14.2 18.7 20.8 21.8 22.5 23.1 23.6 24.3 25.0 25.6 25.0 18.7 13.6 -0.3 -11.1 -23.0 -37.7 -52.9 -76.8 -81.2 -84.4 -88.9 N. Valentine Ave - N. Parkway
Drive to W CNEL 24.5 -1.0 6.8 11.1 13.0 13.9 14.5 14.8 14.6 14.9 15.1 15.3 14.3 7.5 1.9 -12.8 -25.3 -39.4 -60.5 -78.2 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 34 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Valentine Ave - W Shields
Avenue to W CNEL 24.1 -1.3 6.5 10.8 12.7 13.6 14.2 14.5 14.3 14.6 14.7 14.9 13.8 7.1 1.7 -12.9 -24.6 -39.2 -62.7 -79.2 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 34.3 7.0 15.3 19.7 21.8 22.9 23.8 24.6 25.6 25.3 24.9 25.3 24.2 17.7 14.2 1.6 -5.6 -16.8 -33.5 -52.2 -78.6 -82.6 -85.8 -90.8 W. Clinton Ave - N. Valentine
Ave to N. CNEL 31.7 5.5 13.7 18.2 20.2 21.2 22.0 22.7 23.1 22.5 21.7 21.8 20.4 13.5 9.6 -4.5 -12.7 -25.8 -48.2 -71.0 N. Marks Ave - W Princeton
Avenue to W. CNEL 25.5 1.0 8.9 13.1 15.0 15.9 16.3 16.5 15.6 15.5 15.3 15.2 13.8 6.6 0.6 -14.8 -28.4 -44.8 -73.2 -94.2 N. Marks Ave - W Princeton
Avenue to W. CNEL 22.8 -1.8 6.0 10.3 12.2 13.1 13.5 13.7 12.9 12.9 12.7 12.7 11.2 4.1 -1.4 -16.9 -28.9 -45.0 -76.7 -94.5 W. Clinton Ave - N. Marks
Avenue to SR99 CNEL 30.1 4.6 12.8 17.2 19.3 20.3 21.0 21.5 21.3 20.4 19.3 19.1 17.4 10.1 5.9 -8.5 -17.9 -32.7 -59.6 -87.5 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 17.3 -8.0 0.2 4.6 6.6 7.6 8.4 8.8 8.5 7.6 6.4 6.2 4.5 -2.6 -9.0 -24.6 -39.3 -56.7 -82.6 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 26.3 0.9 8.7 13.0 15.0 16.0 16.8 17.4 17.8 16.9 15.9 15.8 14.3 7.5 1.9 -13.5 -25.7 -40.2 -61.2 -77.9 N. Grantland Ave - W. Dakota
Avenue to W CNEL 32.2 3.3 11.9 16.6 18.7 19.9 20.8 21.8 23.1 23.2 23.3 24.0 23.2 17.3 12.5 -1.0 -11.2 -22.4 -35.1 -47.8 -71.4 -75.6 -78.9 -84.1 Receiver 9 Fl G LrD,lim dB(A) LrD 77.
5 dB(A)
W. Gettysburg Ave - West of N.
Bryan Ave CNEL 16.6 -8.2 -0.4 3.9 5.8 6.8 7.5 8.1 8.0 6.9 5.6 5.4 3.6 -3.6 -9.1 -25.1 -36.3 -51.2 -78.8 -98.9 SR99 - W. Shields Avenue to
W. Clinton A CNEL 47.8 16.9 26.2 31.0 33.2 34.5 35.9 37.4 39.6 39.5 38.6 39.5 38.2 32.9 28.0 13.7 3.3 -9.1 -23.8 -38.1 -66.6 -71.0 -74.7 -80.7 SR99 - W. Dakota Avenue to W.
Sheilds Av CNEL 57.0 24.6 33.9 38.7 41.0 42.4 43.9 45.7 48.5 48.7 48.3 49.5 48.5 43.6 39.4 29.1 20.8 11.8 2.8 -7.2 -25.0 -51.3 -29.4 -33.1 -39.1 SR99 - W. Shields Avenue to
W. Clinton A CNEL 53.4 21.6 30.9 35.7 38.0 39.3 40.7 42.4 44.9 45.0 44.3 45.5 44.7 40.1 37.3 28.6 20.9 8.3 -7.6 -21.5 -46.7 -79.6 -51.1 -54.7 -60.8 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 54.8 22.1 31.4 36.2 38.5 39.8 41.4 43.2 46.1 46.4 46.1 47.4 46.4 41.6 37.6 29.0 21.6 12.8 4.0 -5.4 -22.0 -46.6 -26.4 -30.0 -36.1 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 57.1 24.3 33.6 38.4 40.7 42.1 43.6 45.5 48.4 48.8 48.5 49.8 48.8 44.1 39.5 31.2 23.3 15.0 7.5 -0.8 -16.5 -39.6 -20.9 -24.5 -30.6 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 55.9 24.0 33.3 38.1 40.4 41.7 43.2 44.9 47.4 47.5 47.0 48.1 47.2 42.4 38.3 28.5 19.9 7.6 -3.9 -12.8 -32.6 -60.5 -37.0 -40.6 -46.7 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 52.6 19.9 29.2 34.0 36.3 37.7 39.2 41.0 43.9 44.2 43.8 45.1 44.1 39.2 35.6 26.9 19.7 10.8 1.4 -8.6 -25.4 -50.4 -29.8 -33.5 -39.5 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 45.9 15.7 25.0 29.8 32.0 33.2 34.6 36.0 37.9 37.6 36.5 37.2 35.8 30.2 25.3 10.1 0.4 -12.6 -31.6 -48.2 -80.4 -84.9 -88.5 -94.6 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 35 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Dakota Ave - N Brawley
Avenue to N. P CNEL 26.6 -1.4 6.5 10.8 12.8 13.8 14.6 15.4 16.4 17.4 18.2 19.0 18.3 12.3 6.7 -1.7 -10.1 -18.4 -26.9 -37.7 -51.8 -72.9 -56.1 -59.1 -63.4 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 25.9 -2.0 5.9 10.2 12.2 13.2 14.0 14.7 15.6 16.6 17.4 18.2 17.5 11.4 6.4 -3.4 -11.4 -20.1 -29.5 -41.3 -56.6 -79.4 -60.8 -63.9 -68.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 20.9 -6.8 1.1 5.4 7.4 8.4 9.1 9.9 10.7 11.7 12.5 13.2 12.5 6.4 1.6 -9.2 -17.0 -25.9 -35.9 -48.3 -64.4 -88.5 -68.7 -71.8 -76.1 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 23.9 -3.8 4.1 8.4 10.4 11.4 12.1 12.9 13.7 14.6 15.4 16.1 15.4 9.4 4.3 -7.6 -17.0 -26.2 -35.6 -46.7 -63.2 -88.1 -67.5 -70.6 -74.9 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 47.5 18.6 27.8 32.6 34.8 36.0 37.2 38.5 39.8 39.0 37.5 38.0 36.2 30.1 25.3 10.2 0.6 -13.6 -37.8 -58.9 -96.2 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 54.4 21.5 30.9 35.7 38.0 39.3 40.9 42.7 45.7 46.0 45.8 47.1 46.2 41.4 36.4 27.0 17.5 9.7 3.8 -3.8 -19.5 -42.7 -23.9 -27.5 -33.6 CNEL 25.3 -4.7 3.9 8.6 10.7 11.9 13.0 14.2 15.9 16.3 16.7 17.6 17.0 11.3 6.7 -4.5 -12.9 -21.7 -30.0 -39.1 -55.5 -80.4 -59.7 -63.0 -68.2 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 29.1 2.7 11.3 15.9 18.0 19.0 19.8 20.3 20.3 19.6 18.8 18.8 17.3 10.4 4.8 -11.0 -22.8 -38.1 -66.7 -87.4 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 31.2 4.2 12.7 17.3 19.5 20.5 21.3 22.0 22.3 21.9 21.3 21.5 20.2 13.5 8.5 -6.6 -16.6 -30.4 -54.9 -75.9 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 25.3 0.6 8.0 12.2 14.1 15.1 15.9 16.6 17.0 15.9 14.6 14.5 12.8 6.0 0.2 -15.0 -27.6 -42.2 -61.2 -77.0 W. Shaw Ave - N. Grantland
Ave to N. CNEL 25.6 -0.2 8.3 12.9 15.0 16.0 16.7 17.2 16.6 15.8 14.8 14.6 12.8 5.6 -0.3 -16.7 -29.2 -45.7 -78.9 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 28.7 1.0 9.5 14.1 16.3 17.4 18.2 19.0 19.8 19.6 19.3 19.7 18.6 12.2 7.7 -7.0 -15.8 -28.2 -47.6 -65.6 -95.4 -99.6 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 29.9 1.2 9.8 14.4 16.6 17.7 18.7 19.6 20.9 21.0 20.9 21.6 20.8 14.7 10.6 -2.3 -10.1 -20.8 -35.1 -50.6 -74.2 -78.3 -81.7 -86.9 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 37.1 8.5 16.7 21.2 23.4 24.5 25.5 26.6 28.1 28.2 28.2 28.9 28.1 22.2 18.0 7.0 -0.2 -9.5 -20.3 -31.8 -49.8 -76.7 -53.8 -57.0 -61.9 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 43.2 14.1 22.4 26.9 29.1 30.2 31.3 32.4 34.1 34.4 34.5 35.3 34.6 29.0 24.0 13.8 4.9 -5.1 -12.3 -19.6 -34.7 -57.8 -38.7 -41.9 -46.9 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 21.7 -2.8 4.6 8.8 10.7 11.7 12.5 13.1 13.5 12.3 10.9 10.7 9.0 2.0 -3.3 -18.9 -29.4 -43.0 -64.5 -82.0 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 25.3 -0.7 7.1 11.4 13.4 14.5 15.3 16.1 16.8 16.2 15.4 15.6 14.2 7.7 2.8 -11.7 -21.1 -33.4 -51.1 -67.6 -97.1 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 21.6 -4.9 3.0 7.3 9.3 10.3 11.2 12.0 13.0 12.6 11.9 12.2 11.0 4.7 -0.6 -14.7 -25.9 -38.3 -52.1 -65.3 -92.2 -96.0 -99.2 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 26.1 -0.7 7.8 12.4 14.5 15.6 16.4 17.0 17.2 16.7 16.1 16.2 14.9 8.1 3.0 -12.6 -23.0 -37.2 -63.1 -83.2 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 41.7 13.5 21.4 25.8 27.8 29.0 30.0 31.1 32.8 32.9 32.8 33.4 32.5 26.8 21.5 11.2 1.5 -6.4 -12.1 -19.0 -34.0 -56.9 -37.9 -41.0 -45.7 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 36 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 29.1 2.1 9.9 14.3 16.2 17.2 17.9 18.5 19.1 19.8 20.4 21.0 20.3 13.9 9.9 -1.9 -8.3 -17.8 -30.4 -47.8 -66.7 -94.3 -71.0 -74.1 -78.4 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 38.0 9.8 17.7 22.1 24.1 25.1 25.9 26.7 27.7 28.7 29.6 30.4 29.7 23.8 18.5 11.9 5.0 -3.0 -11.4 -22.8 -34.5 -52.1 -38.8 -41.8 -46.0 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 42.2 13.0 21.0 25.3 27.3 28.4 29.3 30.2 31.5 32.7 33.9 34.9 34.6 29.3 24.5 20.8 11.1 4.7 -2.4 -6.7 -15.6 -27.5 -19.9 -22.9 -27.1 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 40.9 11.8 19.7 24.1 26.1 27.1 28.0 29.0 30.2 31.5 32.6 33.6 33.3 27.9 22.7 19.3 9.3 3.4 -3.0 -7.2 -15.9 -28.0 -20.2 -23.3 -27.5 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 32.7 4.4 12.3 16.6 18.6 19.6 20.5 21.3 22.4 23.5 24.4 25.2 24.5 18.7 13.1 7.2 0.6 -7.2 -15.2 -25.8 -37.2 -54.5 -41.5 -44.6 -48.8 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 43.9 10.2 18.8 23.6 25.8 27.0 28.0 29.1 30.6 32.2 34.0 35.9 37.1 35.0 34.3 31.1 25.7 17.9 6.8 -4.0 -20.0 -34.3 -25.0 -28.0 -31.3 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 36.1 4.7 13.4 18.1 20.3 21.4 22.3 23.2 24.1 25.4 26.8 28.2 28.7 26.3 25.0 21.2 14.8 5.2 -7.7 -32.4 -55.8 -82.1 -60.6 -63.7 -67.4 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 31.6 2.1 10.7 15.4 17.5 18.6 19.4 20.0 20.5 21.4 22.4 23.4 23.5 20.5 18.8 14.3 6.6 -4.7 -20.7 -50.2 -84.7 -89.7 -92.7 -96.1 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 26.8 -1.3 7.3 11.9 14.1 15.1 15.8 16.3 16.1 16.7 17.3 18.0 17.9 14.2 12.0 6.5 -2.4 -15.6 -35.5 -68.9 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 69.9 31.6 40.4 45.1 47.4 48.7 49.9 51.2 53.0 55.0 57.2 59.4 60.7 60.5 61.5 61.0 60.1 58.7 56.2 53.4 49.6 45.1 42.6 39.9 37.3 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 73.4 36.6 44.9 49.5 51.6 52.8 53.9 55.0 56.3 58.0 59.6 61.6 64.1 64.8 65.7 64.2 63.6 62.2 59.8 56.8 52.7 47.4 47.0 44.3 41.6 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 44.8 12.3 20.6 25.2 27.3 28.4 29.4 30.4 31.8 33.3 35.0 36.8 38.0 35.7 34.9 31.6 26.3 18.7 7.5 -1.8 -18.1 -31.8 -22.9 -25.8 -29.2 W. Sheilds Ave - N. Valentine
Ave to N. CNEL 36.5 6.7 14.9 19.5 21.5 22.6 23.4 24.2 25.0 26.1 27.3 28.5 29.0 25.5 24.0 19.7 13.4 3.7 -9.0 -33.3 -56.7 -83.9 -61.3 -64.3 -68.1 Shields Ave & Valentine Ave
East CNEL 32.0 0.8 9.1 13.7 15.8 16.9 17.7 18.6 19.7 21.0 22.5 24.1 25.0 22.3 21.1 17.3 11.2 2.0 -9.9 -33.6 -54.7 -79.1 -59.3 -62.3 -66.0 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 38.0 8.6 16.9 21.4 23.6 24.7 25.8 27.0 28.8 29.2 29.4 30.3 29.5 23.9 19.0 13.1 6.6 -1.3 -8.8 -16.4 -28.0 -45.5 -32.0 -35.2 -40.1 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 28.4 0.0 8.2 12.7 14.8 16.0 16.9 18.0 19.4 19.5 19.4 20.0 19.2 13.1 9.8 -0.5 -6.9 -16.4 -28.5 -42.2 -60.7 -88.2 -64.7 -67.9 -72.9 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 22.7 -4.5 3.7 8.2 10.3 11.3 12.2 13.1 14.0 13.7 13.3 13.7 12.6 6.1 2.7 -9.9 -17.0 -28.2 -45.1 -64.0 -90.4 -94.4 -97.6 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 17.2 -9.0 -0.8 3.6 5.7 6.7 7.5 8.1 8.5 7.9 7.1 7.1 5.7 -1.2 -5.0 -19.0 -27.2 -40.3 -62.8 -86.1 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 45.7 15.3 23.6 28.1 30.2 31.5 32.6 33.9 36.0 36.6 37.1 38.2 37.8 32.8 28.2 24.9 16.4 10.2 4.6 2.1 -5.9 -17.8 -9.9 -13.2 -18.1 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 37 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Clinton Ave - N. Blythe
Avenue to N B CNEL 47.3 17.0 25.3 29.8 32.0 33.2 34.3 35.7 37.7 38.3 38.8 39.9 39.4 34.4 29.5 26.4 17.8 12.1 7.1 4.7 -3.3 -15.3 -7.3 -10.5 -15.4 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 22.6 -1.4 6.4 10.6 12.5 13.3 13.8 13.8 12.5 12.3 11.9 11.5 9.9 2.3 -3.3 -19.3 -30.9 -46.4 -77.2 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 21.9 -3.3 4.9 9.3 11.3 12.2 12.7 12.9 11.9 11.9 11.7 11.7 10.3 3.0 -2.6 -18.5 -30.4 -45.7 -76.9 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 24.4 -1.5 6.7 11.2 13.1 14.1 14.7 15.0 14.5 14.7 14.8 14.9 13.8 6.7 1.8 -13.6 -23.8 -37.5 -63.6 -86.4 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 29.7 4.6 12.1 16.2 18.2 19.2 20.0 20.8 21.5 20.5 19.3 19.3 17.8 11.0 6.3 -8.5 -17.1 -29.3 -47.4 -63.8 -93.4 -97.1 N. Polk Ave - North of W. Shaw
Avenue CNEL 18.5 -6.1 1.4 5.5 7.4 8.4 9.2 9.9 10.2 9.1 7.7 7.5 5.7 -1.3 -6.2 -21.6 -30.9 -44.3 -67.4 -85.7 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 14.7 -10.4 -2.2 2.2 4.2 5.2 5.9 6.3 5.8 4.8 3.5 3.2 1.3 -5.9 -12.5 -28.4 -43.5 -61.4 -88.5 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 24.7 -1.0 7.2 11.6 13.6 14.6 15.1 15.4 14.8 15.0 15.0 15.2 14.0 6.9 1.9 -13.3 -23.4 -37.2 -63.2 -88.1 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 27.0 0.6 8.8 13.3 15.3 16.3 16.9 17.3 17.1 17.4 17.7 18.0 17.1 10.3 4.8 -9.9 -22.5 -37.0 -59.7 -78.0 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 25.0 -1.5 7.1 11.7 13.8 14.8 15.6 16.2 16.1 15.5 14.7 14.8 13.4 6.5 0.5 -15.0 -28.7 -44.8 -70.7 -91.3 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 24.8 -1.9 6.3 10.8 12.8 13.8 14.4 14.9 14.8 15.3 15.6 16.0 15.1 8.4 3.6 -10.9 -20.2 -32.6 -52.7 -74.9 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 32.9 5.1 13.4 17.9 19.9 21.0 22.0 22.9 24.1 24.0 23.7 24.2 23.3 17.1 12.7 -0.2 -8.4 -19.1 -32.9 -47.3 -70.6 -74.6 -77.8 -82.7 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 25.9 0.9 8.3 12.4 14.2 15.0 15.6 16.0 16.1 16.5 16.7 17.0 15.9 9.2 4.5 -8.8 -17.1 -28.3 -44.5 -64.6 -90.5 -94.5 -97.5 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 36.4 7.9 16.1 20.6 22.7 23.8 24.9 25.9 27.4 27.6 27.5 28.3 27.4 21.6 17.2 5.9 -1.6 -11.0 -21.4 -32.5 -50.6 -77.5 -54.6 -57.8 -62.7 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 35.7 7.6 15.8 20.4 22.4 23.4 24.2 24.9 25.5 26.3 27.0 27.7 27.1 20.8 16.9 5.2 -1.1 -10.8 -23.7 -42.0 -61.2 -88.7 -65.7 -68.9 -73.3 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 41.0 11.7 20.0 24.5 26.6 27.7 28.6 29.4 30.5 31.7 32.7 33.6 33.1 27.3 22.0 15.2 8.2 0.1 -8.3 -19.9 -31.8 -49.5 -36.3 -39.5 -43.7 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 44.7 13.7 21.6 26.0 28.1 29.3 30.4 31.7 33.8 34.3 34.9 36.4 37.0 35.0 34.1 30.8 25.4 17.9 7.2 -0.6 -11.5 -23.6 -15.4 -18.5 -23.0 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 32.7 4.6 12.5 16.8 18.9 20.0 21.1 22.2 23.9 23.9 23.8 24.4 23.5 17.8 12.6 1.8 -8.0 -16.0 -21.9 -29.2 -44.6 -68.2 -48.5 -51.6 -56.3 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 28.9 1.2 9.4 13.9 16.0 17.0 17.7 18.3 18.8 19.5 20.2 20.8 20.1 13.9 8.8 -5.1 -15.9 -27.9 -42.9 -58.1 -82.1 -86.5 -89.7 -94.2 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 38 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 37.9 8.9 17.1 21.6 23.8 24.9 26.0 27.1 28.8 29.1 29.2 30.0 29.2 23.6 18.5 7.7 -2.0 -10.4 -16.9 -24.5 -40.0 -63.4 -44.0 -47.2 -52.2 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 44.5 14.2 22.6 27.1 29.2 30.4 31.3 32.3 33.7 35.0 36.3 37.4 37.2 31.9 26.7 23.1 13.1 7.1 0.4 -4.3 -13.5 -25.9 -18.1 -21.2 -25.5 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 71.9 36.6 44.6 49.0 51.0 52.1 53.1 54.1 55.4 57.0 58.5 60.2 62.3 63.1 64.1 62.6 61.7 60.6 58.1 55.4 51.5 46.4 46.1 43.4 40.7 N Brawley Ave - N. Parkway
Drive to W. D CNEL 38.4 10.1 18.0 22.4 24.3 25.4 26.2 27.0 28.1 29.1 30.0 30.8 30.2 24.3 18.8 12.8 6.1 -1.7 -10.0 -21.2 -32.7 -50.2 -37.0 -40.1 -44.3 N Brawley Ave - W Shields
Avenue to W. C CNEL 43.7 14.5 22.5 26.8 28.8 29.9 30.8 31.7 33.0 34.2 35.4 36.4 36.1 30.8 26.0 22.4 12.6 6.2 -0.8 -5.1 -13.9 -25.8 -18.2 -21.3 -25.4 W. Sheilds Ave - West of N.
Grantland Av CNEL 23.5 -3.4 5.2 9.8 11.9 12.9 13.5 13.8 13.1 13.4 13.6 13.9 13.5 9.2 6.5 0.2 -10.0 -25.2 -48.8 -86.3 N. Grantland Ave - W Shields
Avenue to W CNEL 24.3 -2.3 6.2 10.8 12.9 13.9 14.7 15.3 15.4 14.9 14.2 14.2 12.8 6.1 0.5 -15.0 -27.6 -43.8 -72.8 -89.0 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 20.0 -6.4 1.8 6.2 8.2 9.2 9.8 10.2 10.1 10.5 10.8 11.1 10.1 3.5 -1.8 -16.2 -27.5 -42.4 -66.4 -83.8 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 27.7 0.1 8.3 12.8 14.8 15.9 16.6 17.2 17.6 18.4 19.0 19.6 18.9 12.7 7.6 -5.7 -15.4 -28.4 -44.8 -59.4 -83.7 -88.2 -91.3 -95.8 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 36.7 7.7 15.9 20.4 22.6 23.7 24.8 25.9 27.6 27.9 28.0 28.8 28.0 22.5 17.6 7.2 -1.5 -11.8 -19.2 -26.6 -41.8 -65.1 -45.8 -49.0 -53.9 N. Cornelia Ave - W Shields
Avenue to W. CNEL 43.4 14.2 22.2 26.5 28.5 29.6 30.5 31.4 32.7 33.9 35.0 36.1 35.8 30.4 25.7 21.8 12.2 5.7 -1.5 -5.9 -14.9 -27.0 -19.2 -22.2 -26.4 N. Blythe Ave - W Shields
Avenue to W. C CNEL 67.4 32.2 40.1 44.5 46.6 47.7 48.8 49.9 51.5 53.3 55.2 57.1 58.2 57.8 58.6 58.0 57.0 55.7 53.5 50.9 47.5 43.3 41.1 38.5 35.7 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 45.2 14.8 23.1 27.7 29.8 30.9 31.9 32.9 34.2 35.6 36.9 38.1 37.8 32.6 27.5 24.2 14.2 8.2 1.4 -3.1 -12.2 -24.4 -16.7 -19.9 -24.2 N. Valentine Ave - N. Parkway
Drive to W CNEL 32.8 5.0 12.9 17.2 19.2 20.2 21.0 21.7 22.6 23.6 24.4 25.1 24.5 18.5 13.2 2.2 -7.7 -16.5 -25.0 -35.0 -50.6 -73.8 -54.8 -57.9 -62.2 N. Valentine Ave - W Shields
Avenue to W CNEL 32.4 4.6 12.5 16.9 18.8 19.8 20.6 21.3 22.2 23.1 24.0 24.7 24.0 18.0 12.9 1.7 -6.9 -17.1 -26.4 -36.7 -52.4 -75.5 -56.6 -59.7 -64.0 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 42.8 13.4 21.7 26.2 28.3 29.5 30.6 31.8 33.6 34.0 34.2 35.1 34.3 28.7 23.8 17.9 11.6 3.7 -3.7 -11.0 -22.4 -39.7 -26.4 -29.7 -34.6 W. Clinton Ave - N. Valentine
Ave to N. CNEL 38.8 10.4 18.6 23.1 25.2 26.4 27.4 28.4 29.8 29.9 29.9 30.5 29.6 23.6 20.2 9.6 3.2 -6.3 -18.1 -31.1 -49.3 -76.3 -53.3 -56.5 -61.5 N. Marks Ave - W Princeton
Avenue to W. CNEL 32.1 5.5 13.3 17.7 19.6 20.5 21.2 21.7 22.1 22.7 23.2 23.7 22.9 16.5 11.3 -2.5 -13.1 -25.2 -40.4 -54.8 -78.6 -82.9 -86.0 -90.3 N. Marks Ave - W Princeton
Avenue to W. CNEL 29.7 2.9 10.8 15.1 17.0 18.0 18.7 19.2 19.7 20.3 20.9 21.4 20.6 14.3 9.4 -4.1 -13.0 -24.9 -39.7 -54.0 -76.9 -81.1 -84.2 -88.6 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 39 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Clinton Ave - N. Marks
Avenue to SR99 CNEL 36.1 8.6 16.9 21.3 23.4 24.5 25.4 26.3 27.3 27.1 26.7 27.2 26.1 19.7 16.4 4.2 -2.8 -13.8 -30.2 -49.0 -75.0 -79.0 -82.2 -87.2 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 19.8 -4.5 3.3 7.6 9.6 10.5 11.2 11.6 11.0 9.7 8.1 7.6 5.6 -1.8 -8.5 -24.5 -39.6 -57.4 -84.3 N. Grantland Ave - W. Dakota
Avenue to W CNEL 25.5 -1.1 7.4 12.0 14.1 15.2 16.0 16.6 16.6 16.1 15.4 15.6 14.2 7.4 1.5 -13.9 -27.4 -43.1 -67.7 -87.8 Receiver 10 Fl G LrD,lim dB(A) LrD 69.
7 dB(A)
W. Gettysburg Ave - West of N.
Bryan Ave CNEL 20.0 -5.9 1.9 6.3 8.2 9.3 10.1 10.8 11.5 10.9 10.0 10.1 8.7 2.3 -3.0 -17.5 -28.0 -42.8 -63.2 -75.7 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 40.6 12.6 21.8 26.6 28.8 29.9 31.1 32.2 32.8 31.7 29.8 29.9 27.7 21.2 15.4 -1.0 -13.0 -29.8 -60.7 -87.3 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 43.1 14.8 24.0 28.8 31.0 32.2 33.3 34.5 35.3 34.3 32.6 32.8 30.7 24.4 18.3 2.0 -10.9 -27.5 -56.1 -79.4 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 47.6 18.7 28.0 32.7 34.9 36.1 37.4 38.6 39.8 39.0 37.5 37.9 36.0 30.0 23.9 8.3 -5.0 -20.9 -45.3 -66.5 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 40.4 11.8 21.0 25.8 28.0 29.2 30.4 31.6 32.7 31.9 30.2 30.5 28.6 22.4 17.4 2.2 -8.1 -23.3 -50.5 -75.7 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 42.0 13.3 22.5 27.3 29.5 30.7 31.9 33.1 34.2 33.4 31.9 32.2 30.3 24.3 18.0 2.3 -11.9 -28.6 -52.2 -74.0 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 12.0 -11.8 -4.0 0.2 2.1 2.9 3.3 3.3 1.9 1.5 1.0 0.6 -1.2 -9.0 -14.8 -31.3 -43.4 -59.7 -95.8 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 11.7 -11.9 -4.2 0.1 2.0 2.8 3.2 3.1 1.6 1.1 0.5 0.1 -1.7 -9.5 -15.8 -32.3 -46.0 -63.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 7.1 -16.5 -8.7 -4.4 -2.6 -1.7 -1.4 -1.4 -3.1 -3.5 -4.2 -4.6 -6.5 -14.3 -20.8 -37.3 -51.4 -68.8 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 45.2 16.9 26.1 30.9 33.1 34.3 35.5 36.6 37.4 36.5 34.8 35.0 32.9 26.7 20.7 4.9 -7.2 -23.1 -50.7 -75.9 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 41.1 12.5 21.8 26.5 28.7 29.9 31.1 32.3 33.3 32.5 30.8 31.1 29.2 23.1 16.7 1.0 -13.5 -30.5 -54.9 -77.3 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 29.9 3.2 11.8 16.4 18.5 19.5 20.3 20.9 21.0 20.5 19.8 20.0 18.6 11.9 5.8 -9.4 -23.5 -39.4 -62.3 -83.2 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 29.8 3.3 11.8 16.4 18.5 19.6 20.3 20.9 20.9 20.3 19.5 19.6 18.2 11.3 5.2 -10.2 -24.3 -40.7 -64.9 -86.3 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 22.7 -1.2 6.2 10.3 12.2 13.2 13.9 14.4 14.2 12.8 11.1 10.6 8.5 1.1 -4.1 -19.8 -30.0 -44.8 -72.1 -95.6 W. Shaw Ave - N. Grantland
Ave to N. CNEL 29.2 2.5 11.0 15.6 17.8 18.8 19.6 20.2 20.3 19.8 19.1 19.2 17.8 11.0 5.3 -10.0 -23.1 -39.5 -66.4 -83.8 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 40 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 32.3 3.4 12.0 16.6 18.8 19.9 20.9 21.9 23.2 23.3 23.4 24.1 23.4 17.5 12.4 -0.9 -12.0 -23.3 -35.2 -47.6 -71.1 -75.3 -78.6 -83.8 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 29.3 0.8 9.4 14.0 16.1 17.3 18.2 19.1 20.3 20.3 20.2 20.9 20.0 13.9 9.5 -3.4 -11.9 -22.9 -38.3 -55.1 -80.7 -84.8 -88.1 -93.3 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 31.5 4.6 12.8 17.2 19.3 20.4 21.2 22.0 22.8 22.4 21.9 22.3 21.1 14.7 9.8 -4.5 -13.9 -26.1 -44.0 -61.3 -90.6 -94.6 -97.8 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 33.3 7.1 15.3 19.8 21.8 22.8 23.6 24.3 24.7 24.1 23.3 23.4 22.0 15.3 10.1 -5.3 -15.6 -29.3 -52.2 -70.9 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 23.4 -1.6 5.8 9.9 11.9 12.9 13.8 14.5 15.2 14.2 13.0 13.0 11.5 4.9 -0.8 -15.5 -28.1 -41.5 -56.9 -72.4 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 24.1 -1.5 6.3 10.6 12.6 13.6 14.4 15.1 15.6 14.9 14.0 14.0 12.6 6.0 0.3 -14.7 -27.3 -41.4 -59.4 -76.0 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 18.0 -7.3 0.5 4.8 6.8 7.8 8.5 9.2 9.5 8.6 7.5 7.5 5.9 -1.1 -5.7 -20.8 -29.8 -43.2 -66.8 -87.3 W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 32.4 3.5 12.1 16.8 18.9 20.1 21.0 22.0 23.3 23.4 23.5 24.2 23.4 17.5 12.6 -0.3 -10.6 -23.1 -36.3 -47.7 -71.5 -75.6 -79.0 -84.2 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 29.9 5.1 12.9 17.2 19.1 20.1 20.9 21.4 21.3 20.2 18.9 18.7 16.9 9.7 4.3 -11.6 -22.4 -37.2 -64.6 -85.5 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 30.0 2.7 10.6 14.9 16.8 17.8 18.5 19.2 19.9 20.7 21.3 22.0 21.3 15.0 10.7 -0.9 -7.7 -17.1 -29.0 -45.1 -63.6 -90.5 -67.8 -70.9 -75.2 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 31.1 4.7 12.5 16.9 18.8 19.7 20.4 20.9 21.2 21.7 22.2 22.7 21.8 15.3 10.8 -2.7 -10.6 -21.3 -36.3 -55.4 -79.0 -83.3 -86.4 -90.7 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 27.4 1.9 9.7 14.0 15.9 16.8 17.3 17.7 17.5 17.8 17.9 18.2 17.1 10.2 5.5 -9.4 -18.4 -30.8 -51.5 -72.8 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 23.4 -1.3 6.6 10.8 12.7 13.6 14.0 14.2 13.5 13.4 13.3 13.2 11.9 4.6 -0.7 -16.4 -27.0 -41.2 -69.5 -91.5 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 17.1 -6.9 0.9 5.2 7.0 7.9 8.3 8.3 7.1 6.8 6.4 6.1 4.5 -3.2 -8.8 -25.1 -36.7 -52.3 -87.1 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 34.2 4.8 13.4 18.1 20.3 21.4 22.2 23.0 23.8 24.8 25.7 26.6 26.1 20.0 16.2 4.5 -1.8 -11.4 -24.1 -42.6 -61.8 -89.5 -66.6 -69.8 -74.3 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 38.3 7.8 16.4 21.2 23.3 24.5 25.5 26.4 27.6 28.9 30.1 31.1 30.7 25.0 19.8 13.0 6.1 -1.9 -10.4 -22.4 -34.4 -52.1 -39.1 -42.4 -46.7 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 43.6 12.1 20.7 25.5 27.7 28.9 29.9 31.0 32.5 34.0 35.4 36.7 36.6 31.4 26.4 23.1 13.1 7.1 0.1 -4.8 -14.2 -26.6 -19.0 -22.2 -26.5 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 42.5 10.9 19.6 24.3 26.6 27.8 28.8 29.9 31.3 32.8 34.3 35.6 35.5 30.4 25.8 22.2 12.4 5.9 -1.5 -6.5 -16.1 -28.4 -20.9 -24.1 -28.3 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 31.1 2.9 11.5 16.2 18.3 19.4 20.1 20.7 20.9 21.7 22.2 22.8 22.1 15.6 11.7 -2.0 -9.3 -20.6 -38.3 -61.7 -89.1 -93.8 -97.1 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 41 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 26.7 0.8 9.0 13.4 15.4 16.4 17.0 17.3 16.8 17.0 17.1 17.3 16.2 9.1 4.6 -10.4 -19.2 -32.3 -56.5 -82.0 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 25.1 0.1 8.3 12.8 14.8 15.7 16.1 16.3 15.1 15.0 14.8 14.6 13.2 5.6 0.5 -15.4 -25.8 -40.8 -71.0 -98.9 Shields Ave & Valentine Ave
East CNEL 15.6 -8.9 -0.7 3.7 5.7 6.6 7.0 7.1 5.5 5.2 4.7 4.4 2.7 -5.2 -10.8 -27.2 -38.8 -55.2 -89.0 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 36.7 5.9 14.1 18.6 20.8 21.9 23.0 24.1 25.9 26.4 26.9 28.6 29.5 26.6 25.2 20.9 14.4 4.5 -8.3 -30.8 -49.0 -74.0 -53.0 -56.2 -61.0 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 38.5 5.7 14.0 18.5 20.7 21.9 23.1 24.4 26.6 27.5 28.4 30.4 31.7 29.3 28.5 25.0 19.6 11.8 0.8 -7.8 -20.4 -32.3 -24.6 -27.7 -32.2 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 66.7 29.9 38.2 42.8 44.9 46.1 47.3 48.5 50.3 52.0 52.9 55.2 58.3 58.0 58.4 57.4 56.7 55.2 52.7 50.1 45.8 41.7 40.6 37.7 34.3 W. Clinton Ave - N. Grantland
Ave to Bry CNEL 59.1 22.6 30.9 35.4 37.6 38.9 40.1 41.4 43.2 44.7 46.4 48.5 49.6 49.8 50.8 50.0 48.8 47.7 45.4 43.1 39.7 35.6 33.8 31.0 27.8 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 34.7 5.6 13.8 18.3 20.4 21.5 22.4 23.4 24.6 24.7 24.9 26.2 26.7 23.3 21.4 16.4 8.7 -2.8 -18.8 -46.8 -77.7 -81.8 -85.0 -89.4 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 32.5 4.9 13.1 17.6 19.6 20.7 21.5 22.3 22.9 22.7 22.5 23.4 23.5 19.5 17.1 11.3 2.4 -11.0 -30.8 -63.2 W. Shaw Ave - N Garfield
Avenue to N. Gr CNEL 28.0 1.5 10.1 14.7 16.8 17.8 18.6 19.2 19.1 18.5 17.8 17.8 16.4 9.6 3.5 -11.9 -25.8 -42.4 -67.7 -88.0 N. Grantland Ave - W. Barstow
Ave to Sha CNEL 26.0 1.5 9.3 13.6 15.6 16.5 17.2 17.7 17.4 16.2 14.7 14.4 12.5 5.0 0.0 -15.5 -25.6 -40.5 -68.3 -93.1 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 28.4 2.5 10.3 14.6 16.6 17.5 18.1 18.5 18.5 19.0 19.2 19.6 18.6 11.8 7.8 -5.8 -13.1 -24.4 -41.9 -64.5 -91.5 -95.8 -98.9 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 25.4 -1.8 6.4 10.9 12.9 13.9 14.5 14.9 14.7 15.3 15.8 16.6 16.7 12.6 10.3 4.5 -4.3 -17.7 -37.6 -70.9 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 24.4 -1.5 6.7 11.2 13.2 14.1 14.7 15.0 14.5 14.7 14.8 15.0 13.9 6.7 2.3 -12.6 -21.3 -34.5 -58.5 -84.6 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 27.1 2.9 10.3 14.4 16.3 17.3 18.1 18.7 18.8 17.5 16.0 15.7 13.9 6.8 1.4 -14.2 -24.5 -38.3 -61.9 -81.4 N. Polk Ave - North of W. Shaw
Avenue CNEL 16.1 -7.7 -0.3 3.8 5.7 6.7 7.4 7.9 7.7 6.2 4.5 4.0 1.9 -5.5 -11.0 -27.1 -38.0 -53.1 -80.8 Bullard Ave - N Garfield to N.
Grantland CNEL 14.3 -9.8 -2.0 2.3 4.2 5.2 5.9 6.2 5.5 4.1 2.5 2.0 -0.1 -7.6 -14.4 -30.4 -45.8 -64.3 -91.5 Bullard Ave - N. Bryan Avenue
to N. Cont CNEL 17.4 -7.6 0.6 5.0 7.0 8.0 8.7 9.1 8.5 7.4 6.1 5.7 3.9 -3.5 -10.3 -26.1 -42.0 -60.2 -86.0 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 30.4 1.7 9.9 14.5 16.5 17.5 18.2 18.8 19.2 20.1 21.1 22.2 22.7 19.2 17.4 12.5 4.9 -6.5 -22.5 -51.8 -86.4 -91.2 -94.0 -97.3 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 42 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 40.5 8.4 16.7 21.2 23.3 24.4 25.4 26.3 27.6 29.1 30.7 32.6 33.7 31.2 30.4 27.0 21.6 13.7 2.5 -7.0 -23.5 -37.2 -28.3 -31.2 -34.5 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 34.0 4.6 13.2 17.8 20.0 21.2 22.2 23.2 24.7 25.0 25.2 26.0 25.3 19.3 15.7 4.3 -2.4 -12.1 -24.0 -36.7 -55.1 -82.5 -59.3 -62.6 -67.8 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 25.9 -1.2 7.0 11.5 13.6 14.6 15.2 15.7 15.8 16.4 16.9 17.3 16.5 9.8 5.9 -7.6 -14.9 -26.1 -43.6 -67.0 -94.2 -98.7 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 29.9 3.1 11.3 15.8 17.9 18.9 19.8 20.5 21.2 20.8 20.3 20.6 19.4 12.8 8.3 -6.3 -14.9 -27.1 -46.0 -63.8 -93.4 -97.4 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 28.9 3.0 10.4 14.5 16.4 17.3 17.9 18.5 19.0 19.6 20.1 20.5 19.7 13.2 8.8 -4.3 -11.6 -21.4 -33.4 -47.5 -65.8 -93.0 -69.8 -72.9 -77.1 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 33.5 5.7 14.0 18.5 20.5 21.6 22.6 23.5 24.7 24.6 24.3 24.9 23.9 17.8 13.3 0.2 -8.3 -18.9 -32.5 -46.5 -69.6 -73.6 -76.8 -81.8 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 28.7 2.9 11.1 15.6 17.6 18.5 19.1 19.4 18.8 19.0 19.1 19.2 18.1 11.0 5.8 -9.6 -20.4 -34.3 -60.0 -82.6 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 31.4 4.7 12.9 17.4 19.4 20.4 21.0 21.5 21.4 21.9 22.3 22.6 21.8 15.1 10.2 -4.4 -14.2 -26.6 -46.8 -68.0 -98.1 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 28.3 3.0 10.9 15.2 17.1 18.1 18.9 19.5 19.8 18.9 17.8 17.7 16.1 9.2 4.0 -11.4 -21.8 -35.6 -59.0 -78.1 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 20.6 -4.1 3.8 8.1 10.0 11.0 11.7 12.2 11.9 10.8 9.4 9.1 7.2 0.0 -6.2 -22.1 -35.8 -52.2 -78.5 -99.5 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 35.5 6.1 14.4 19.0 21.0 22.1 23.0 23.9 25.0 26.2 27.2 28.1 27.6 21.8 16.4 9.6 2.7 -5.2 -13.6 -25.1 -36.9 -54.5 -41.4 -44.5 -48.8 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 36.0 7.3 15.6 20.1 22.2 23.3 24.3 25.4 26.9 27.1 27.1 27.8 27.0 21.1 16.9 5.9 -1.2 -10.5 -21.1 -32.5 -50.4 -77.1 -54.4 -57.6 -62.6 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 32.1 4.8 13.0 17.5 19.5 20.5 21.2 21.8 22.1 22.7 23.2 23.8 23.0 16.6 12.0 -1.2 -9.4 -20.6 -37.0 -58.5 -84.8 -89.2 -92.4 -96.9 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 27.0 1.8 9.6 13.9 15.8 16.7 17.2 17.5 17.1 17.3 17.4 17.6 16.4 9.5 3.9 -11.0 -23.6 -38.2 -61.8 -79.8 N Brawley Ave - N. Parkway
Drive to W. D CNEL 23.5 -0.6 7.2 11.5 13.4 14.2 14.6 14.7 13.5 13.2 12.8 12.6 11.0 3.4 -2.3 -18.3 -30.2 -45.8 -77.2 N Brawley Ave - W Shields
Avenue to W. C CNEL 25.8 1.3 9.1 13.4 15.3 16.1 16.6 16.7 15.9 15.8 15.6 15.6 14.2 6.9 0.9 -14.5 -28.4 -44.6 -72.1 -93.6 W. Sheilds Ave - West of N.
Grantland Av CNEL 37.4 6.9 15.5 20.3 22.4 23.6 24.6 25.5 26.7 28.0 29.2 30.2 29.8 24.2 19.3 13.3 6.8 -1.3 -10.2 -23.6 -35.6 -53.5 -40.4 -43.6 -47.8 N. Grantland Ave - W Shields
Avenue to W CNEL 42.3 10.8 19.5 24.2 26.4 27.6 28.8 30.2 32.3 33.1 33.8 35.1 34.7 29.8 25.1 22.1 13.4 7.5 1.9 -0.8 -9.1 -21.1 -13.2 -16.5 -21.7 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 65.5 28.6 37.0 41.5 43.7 44.8 45.8 46.9 48.3 49.8 51.5 53.8 56.9 56.9 57.4 56.2 55.8 54.1 51.6 48.6 44.2 38.4 38.4 35.6 32.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 43 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 39.4 9.0 17.3 21.8 23.9 25.1 26.0 27.1 28.4 29.8 31.1 32.3 32.0 26.8 21.9 18.5 8.6 2.4 -4.5 -9.1 -18.2 -30.3 -22.7 -25.9 -30.1 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 36.9 7.8 16.1 20.6 22.7 23.9 24.9 26.1 27.8 28.1 28.2 29.0 28.2 22.6 17.5 7.0 -2.6 -11.3 -17.8 -25.2 -40.4 -63.5 -44.4 -47.7 -52.6 N. Cornelia Ave - W Shields
Avenue to W. CNEL 32.1 5.5 13.4 17.7 19.6 20.6 21.2 21.8 22.1 22.7 23.2 23.7 22.9 16.6 11.4 -2.5 -13.1 -25.2 -40.0 -54.4 -78.1 -82.3 -85.5 -89.8 N. Blythe Ave - W Shields
Avenue to W. C CNEL 27.9 2.4 10.2 14.5 16.4 17.3 17.9 18.2 18.0 18.3 18.4 18.7 17.6 10.8 5.3 -9.4 -21.6 -35.9 -58.1 -75.2 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 26.5 1.2 9.4 13.8 15.8 16.7 17.3 17.4 16.5 16.5 16.4 16.4 15.1 7.9 1.8 -13.6 -27.8 -44.4 -72.9 -96.0 N. Valentine Ave - N. Parkway
Drive to W CNEL 18.7 -4.9 2.9 7.2 9.1 9.9 10.3 10.2 8.6 8.1 7.5 7.0 5.2 -2.5 -9.3 -25.3 -40.9 -59.4 -89.6 N. Valentine Ave - W Shields
Avenue to W CNEL 18.8 -4.9 2.9 7.2 9.0 9.8 10.2 10.2 8.6 8.3 7.7 7.3 5.6 -2.1 -8.8 -24.8 -40.1 -58.4 -88.5 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 29.6 3.3 11.5 15.9 18.0 19.0 19.7 20.3 20.4 19.8 19.2 19.7 19.3 14.8 11.8 5.3 -4.9 -20.2 -43.5 -80.4 Bullard Ave - N. Grantland Ave
to N. Bry CNEL 16.3 -8.6 -0.5 3.9 5.9 6.9 7.6 8.0 7.4 6.3 5.0 4.6 2.7 -4.6 -11.1 -27.0 -41.9 -60.3 -90.0 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 26.3 0.9 8.7 13.0 15.0 16.0 16.8 17.4 17.8 16.9 15.9 15.8 14.3 7.4 2.6 -12.8 -22.1 -35.4 -58.2 -76.9 N. Grantland Ave - W. Dakota
Avenue to W CNEL 38.7 8.2 16.8 21.5 23.7 24.9 26.0 27.3 29.1 29.7 30.2 31.2 30.6 25.1 20.4 14.7 8.4 0.4 -7.4 -15.7 -27.2 -44.6 -31.4 -34.7 -39.9 Receiver 11 Fl G LrD,lim dB(A) LrD 77.
6 dB(A)
W. Gettysburg Ave - West of N.
Bryan Ave CNEL 16.7 -8.1 -0.3 4.0 5.9 6.9 7.7 8.2 8.1 7.1 5.8 5.6 3.8 -3.3 -8.8 -24.7 -35.7 -50.4 -77.5 -97.9 SR99 - W. Shields Avenue to
W. Clinton A CNEL 44.6 14.9 24.1 28.9 31.1 32.4 33.7 35.1 36.7 36.3 35.0 35.7 34.1 28.4 23.2 7.6 -2.8 -16.6 -38.1 -56.3 -92.2 -96.6 SR99 - W. Dakota Avenue to W.
Sheilds Av CNEL 51.6 20.8 30.1 34.9 37.1 38.4 39.8 41.3 43.5 43.3 42.4 43.3 42.0 36.6 31.8 17.7 7.8 -4.3 -19.9 -35.4 -64.3 -68.7 -72.3 -78.4 SR99 - W. Shields Avenue to
W. Clinton A CNEL 49.1 19.0 28.2 33.0 35.2 36.5 37.8 39.3 41.2 40.8 39.7 40.5 39.1 33.4 28.9 14.4 5.6 -7.1 -26.4 -44.8 -77.0 -81.5 -85.1 -91.2 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 48.5 17.6 26.9 31.7 33.9 35.2 36.6 38.2 40.4 40.2 39.4 40.3 39.0 33.6 29.5 16.1 7.7 -4.0 -20.2 -36.1 -64.1 -68.5 -72.1 -78.2 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 50.6 19.6 28.9 33.7 35.9 37.2 38.6 40.2 42.5 42.4 41.5 42.5 41.3 36.0 31.5 18.2 8.9 -2.6 -17.4 -32.2 -59.2 -98.7 -63.6 -67.3 -73.3 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 51.7 21.3 30.6 35.3 37.6 38.8 40.2 41.7 43.7 43.4 42.4 43.2 41.8 36.4 31.3 16.7 6.5 -6.2 -22.3 -37.5 -66.7 -71.1 -74.8 -80.8 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 44 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 46.8 15.8 25.1 29.9 32.1 33.4 34.8 36.4 38.7 38.6 37.7 38.6 37.4 32.0 27.9 14.6 6.0 -5.6 -21.2 -36.7 -64.0 -68.4 -72.0 -78.1 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 43.6 14.3 23.5 28.3 30.5 31.7 33.0 34.3 35.8 35.2 33.8 34.3 32.7 26.9 21.0 5.5 -7.1 -22.0 -43.1 -62.9 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 19.9 -6.4 1.4 5.7 7.6 8.6 9.2 9.7 10.0 10.5 10.9 11.4 10.5 4.0 -1.0 -15.2 -25.1 -37.1 -53.7 -69.8 -95.2 -99.4 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 19.5 -6.7 1.1 5.4 7.4 8.3 8.9 9.4 9.6 10.1 10.4 10.8 10.0 3.4 -1.7 -16.0 -26.1 -38.3 -56.0 -72.6 -99.1 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 14.8 -11.3 -3.5 0.8 2.8 3.7 4.3 4.7 4.9 5.3 5.7 6.1 5.1 -1.5 -6.6 -21.0 -31.3 -43.7 -62.2 -79.0 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 17.8 -8.2 -0.3 4.0 5.9 6.8 7.4 7.8 7.9 8.4 8.7 9.1 8.1 1.6 -3.8 -18.1 -29.5 -42.6 -61.0 -77.0 SR99 - W. Herndon Avenue to
W. Shaw Aven CNEL 44.6 16.1 25.3 30.0 32.2 33.4 34.7 35.9 36.9 36.0 34.4 34.7 32.8 26.6 20.8 4.8 -7.0 -22.5 -48.7 -71.3 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 48.1 17.0 26.3 31.1 33.3 34.6 36.0 37.6 39.9 39.9 39.1 40.1 38.9 33.7 28.6 15.2 3.7 -8.3 -20.7 -34.0 -60.6 -99.7 -65.0 -68.7 -74.7 CNEL 19.3 -9.0 -0.5 4.2 6.3 7.4 8.4 9.2 10.3 10.3 10.1 10.7 9.8 3.7 -1.3 -15.6 -25.8 -38.1 -54.3 -68.9 -96.4 W. Shaw Ave - N. Bryan Ave to
N. Hayes A CNEL 28.4 2.3 10.8 15.4 17.5 18.5 19.3 19.8 19.5 18.8 17.9 17.8 16.2 9.1 3.4 -12.5 -24.4 -40.1 -69.5 -93.0 W. Shaw Ave - N. Hayes Ave to
N. Polk Av CNEL 29.8 3.3 11.8 16.4 18.5 19.6 20.3 20.9 20.9 20.3 19.5 19.6 18.2 11.3 5.3 -10.2 -24.2 -40.6 -65.1 -86.3 W. Shaw Ave - N. Polk Avenue
to State Ro CNEL 23.5 -0.6 6.8 10.9 12.8 13.8 14.6 15.1 15.2 13.9 12.3 12.0 10.1 3.1 -3.3 -18.7 -32.8 -48.7 -69.4 -89.5 W. Shaw Ave - N. Grantland
Ave to N. CNEL 23.8 -2.0 6.5 11.1 13.2 14.2 14.9 15.4 14.8 14.0 12.9 12.7 11.0 3.6 -2.1 -18.6 -30.8 -47.3 -79.7 W. Ashlan Ave - N. Bryan
Avenue to N. Ha CNEL 29.1 1.2 9.8 14.4 16.5 17.6 18.5 19.3 20.2 20.0 19.7 20.2 19.2 12.9 8.1 -6.4 -16.1 -28.4 -46.8 -64.0 -93.5 -97.6 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 29.3 0.8 9.3 14.0 16.1 17.3 18.2 19.1 20.2 20.3 20.2 20.8 20.0 13.9 9.5 -2.9 -11.1 -22.1 -37.6 -55.1 -80.7 -84.9 -88.2 -93.4 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 34.7 6.7 15.0 19.5 21.5 22.6 23.6 24.5 25.8 25.7 25.5 26.1 25.2 19.2 14.1 0.8 -10.4 -21.5 -32.9 -44.9 -68.2 -72.2 -75.5 -80.4 W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 38.7 10.8 19.0 23.5 25.6 26.7 27.6 28.6 29.8 29.7 29.5 30.1 29.1 23.2 18.1 5.2 -5.2 -17.5 -29.9 -40.9 -64.5 -99.3 -68.5 -71.7 -76.7 W. Gettysburg Ave - N. Bryan
Avenue to N CNEL 21.4 -3.0 4.4 8.5 10.5 11.5 12.3 12.9 13.1 11.9 10.5 10.2 8.5 1.5 -3.9 -19.4 -29.9 -43.6 -66.3 -85.0 W. Gettysburg Ave - N. Hayes
Ave to N Po CNEL 24.1 -1.5 6.3 10.6 12.6 13.6 14.4 15.1 15.6 14.9 13.9 14.0 12.6 6.0 0.3 -14.7 -27.2 -41.4 -59.6 -76.0 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 19.6 -6.3 1.5 5.8 7.8 8.9 9.7 10.4 11.1 10.4 9.5 9.7 8.3 1.8 -3.9 -18.6 -31.1 -44.9 -61.6 -77.5 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 45 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Ashlan Ave - N. Grantland
Ave to N Br CNEL 27.0 -0.1 8.4 13.0 15.2 16.2 17.1 17.7 18.1 17.8 17.2 17.5 16.3 9.6 4.5 -10.9 -21.3 -34.9 -58.4 -77.5 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 36.0 9.3 17.1 21.5 23.5 24.5 25.5 26.3 27.5 27.1 26.5 26.8 25.7 19.4 15.0 2.1 -5.9 -16.9 -31.6 -46.6 -71.5 -75.4 -78.5 -83.2 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 29.9 2.7 10.5 14.9 16.8 17.8 18.5 19.2 19.9 20.6 21.3 21.9 21.2 15.0 10.8 -0.3 -6.9 -16.3 -28.3 -45.2 -63.7 -90.8 -68.0 -71.1 -75.4 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 36.2 8.5 16.4 20.7 22.6 23.7 24.4 25.2 26.0 27.0 27.8 28.5 27.9 21.9 16.6 5.4 -4.4 -13.3 -22.1 -32.4 -48.2 -71.6 -52.4 -55.5 -59.8 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 35.5 7.7 15.6 19.9 21.9 22.9 23.7 24.4 25.3 26.2 27.0 27.7 27.1 21.1 16.0 4.8 -3.8 -14.1 -23.4 -33.6 -49.3 -72.6 -53.6 -56.7 -60.9 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 32.1 4.8 12.7 17.0 18.9 19.9 20.6 21.3 22.0 22.7 23.4 24.1 23.3 17.1 12.8 1.2 -5.6 -15.0 -27.0 -43.1 -61.5 -88.5 -65.8 -68.9 -73.2 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 25.3 -1.3 6.5 10.9 12.8 13.7 14.4 15.0 15.4 16.0 16.5 17.0 16.2 9.7 5.3 -8.0 -15.5 -26.1 -40.9 -59.5 -82.8 -87.0 -90.1 -94.4 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 43.9 12.3 21.0 25.7 28.0 29.2 30.2 31.3 32.7 34.2 35.7 37.0 36.8 31.7 26.7 23.4 13.5 7.4 0.5 -4.4 -13.8 -26.1 -18.6 -21.8 -26.1 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 38.2 7.7 16.4 21.1 23.3 24.4 25.4 26.4 27.5 28.8 30.0 31.0 30.6 25.0 19.8 13.3 6.5 -1.5 -10.2 -22.7 -34.8 -52.7 -39.5 -42.8 -47.1 W. Sheilds Ave - N. Bryan
Avenue to N. H CNEL 33.9 4.5 13.1 17.8 20.0 21.1 21.9 22.7 23.5 24.5 25.4 26.2 25.8 19.6 15.8 3.8 -2.7 -12.3 -25.1 -43.2 -62.6 -90.4 -67.3 -70.6 -75.1 W. Sheilds Ave - N. Grantland
Ave to Bry CNEL 28.8 0.7 9.3 13.9 16.1 17.1 17.9 18.4 18.7 19.4 19.9 20.5 19.9 13.3 9.3 -4.4 -11.8 -23.1 -40.9 -64.3 -91.8 -96.5 -99.7 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 44.9 13.3 21.9 26.7 28.9 30.1 31.1 32.2 33.7 35.2 36.7 38.0 37.9 32.9 28.4 24.9 15.3 8.6 1.0 -4.0 -13.4 -25.6 -18.2 -21.5 -25.7 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 38.6 9.3 17.6 22.1 24.2 25.3 26.2 27.0 28.1 29.3 30.3 31.2 30.7 24.9 19.6 12.8 5.9 -2.1 -10.5 -21.9 -33.7 -51.3 -38.2 -41.4 -45.7 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 35.0 6.7 15.0 19.5 21.6 22.6 23.4 24.1 24.8 25.6 26.4 27.1 26.5 20.3 16.4 4.4 -2.1 -11.7 -24.3 -41.9 -60.9 -88.4 -65.4 -68.6 -73.0 W. Sheilds Ave - N. Valentine
Ave to N. CNEL 30.4 3.3 11.6 16.1 18.1 19.1 19.7 20.2 20.4 21.0 21.4 21.9 21.1 14.5 10.1 -3.7 -11.6 -23.1 -41.0 -63.7 -91.8 -96.3 -99.5 Shields Ave & Valentine Ave
East CNEL 24.4 -3.1 5.1 9.6 11.7 12.7 13.4 14.0 14.3 15.0 15.6 16.1 15.4 8.8 5.2 -7.6 -14.3 -25.1 -41.5 -64.3 -90.3 -94.8 -98.0 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 68.4 31.8 40.1 44.7 46.9 48.1 49.3 50.7 52.5 53.9 55.7 57.8 58.9 59.0 60.0 59.2 58.2 56.9 54.7 52.3 49.0 44.9 43.0 40.2 37.0 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 38.3 5.5 13.8 18.4 20.5 21.7 22.9 24.3 26.5 27.3 28.3 30.3 31.5 29.1 28.3 24.7 19.3 11.4 0.4 -9.0 -21.2 -33.4 -25.4 -28.5 -33.0 W. Clinton Ave - N. Bryan Ave
to N. Haye CNEL 29.8 -1.0 7.2 11.7 13.8 15.0 16.0 17.2 18.9 19.4 20.0 21.6 22.5 19.6 18.2 13.9 7.4 -2.5 -15.4 -37.8 -56.3 -81.6 -60.3 -63.5 -68.3 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 46 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Clinton Ave - N. Grantland
Ave to Bry CNEL 22.5 -6.5 1.7 6.2 8.3 9.4 10.3 11.3 12.5 12.6 12.8 14.1 14.5 11.1 9.2 4.2 -3.5 -15.1 -31.1 -59.4 -90.4 -94.5 -97.7 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 74.6 37.9 46.2 50.8 52.9 54.2 55.3 56.5 58.0 59.8 61.3 63.1 64.5 65.8 66.8 65.6 64.3 63.5 61.0 58.6 55.1 50.5 49.4 46.6 43.4 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 48.0 15.1 23.4 27.9 30.1 31.3 32.5 33.9 36.1 36.9 37.9 39.9 41.1 38.7 37.9 34.4 29.0 21.2 10.2 1.5 -11.1 -23.0 -15.3 -18.4 -22.9 N. Grantland Ave - W. Ashlan
Avenue to W CNEL 23.3 -0.9 6.9 11.1 13.0 13.8 14.3 14.4 13.3 13.2 12.9 12.7 11.2 3.7 -2.0 -17.8 -29.5 -44.6 -75.3 -98.9 N. Bryan Ave - W. Shaw Avenue
to W. Gett CNEL 21.7 -3.5 4.7 9.2 11.2 12.1 12.6 12.8 11.7 11.7 11.5 11.4 10.0 2.6 -3.0 -19.0 -30.7 -46.0 -78.6 N. Hayes Ave - W. Shaw
Avenue to W. Gett CNEL 23.5 -2.1 6.1 10.6 12.6 13.5 14.0 14.3 13.6 13.7 13.7 13.7 12.5 5.3 0.2 -15.4 -25.9 -40.0 -68.2 -91.5 N. Polk Ave - W. Shaw Avenue
to W. Getty CNEL 28.0 3.5 10.9 15.0 16.9 17.9 18.7 19.4 19.7 18.6 17.2 17.0 15.3 8.2 3.6 -11.1 -19.7 -32.7 -54.3 -74.9 N. Polk Ave - North of W. Shaw
Avenue CNEL 16.8 -7.2 0.2 4.3 6.2 7.2 7.9 8.5 8.4 7.1 5.4 5.0 3.1 -4.3 -9.2 -24.4 -34.0 -48.4 -74.0 -97.6 N. Bryan Ave - W. Gettysburg
Ave to W As CNEL 25.1 -0.8 7.4 11.9 13.9 14.8 15.4 15.7 15.2 15.4 15.5 15.7 14.6 7.5 2.5 -12.8 -23.0 -36.6 -62.4 -85.4 N. Bryan Ave - W. Ashlan
Avenue to W Shi CNEL 29.0 1.9 10.1 14.6 16.7 17.6 18.3 18.8 19.0 19.5 20.0 20.5 19.7 13.2 8.4 -5.3 -14.2 -25.6 -42.3 -63.7 -90.3 -94.7 -97.9 N. Grantland Ave - W. Ashlan
Ave to W Da CNEL 26.5 -0.5 8.0 12.6 14.7 15.8 16.6 17.3 17.6 17.2 16.6 16.8 15.6 8.9 3.3 -12.0 -24.5 -39.3 -62.9 -80.8 N. Hayes Ave - W. Gettysburg
Avenue to W CNEL 24.4 -2.1 6.1 10.6 12.6 13.6 14.2 14.6 14.5 14.9 15.2 15.6 14.6 7.8 3.3 -11.5 -20.2 -32.5 -53.3 -75.9 N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 31.3 4.1 12.3 16.7 18.8 19.9 20.8 21.6 22.6 22.3 21.9 22.3 21.2 14.8 11.0 -2.0 -9.4 -20.5 -37.0 -55.1 -81.2 -85.2 -88.4 -93.4 N. Hayes Ave - W. Ashland
Avenue to W. D CNEL 26.7 1.4 8.8 12.9 14.7 15.6 16.2 16.6 16.8 17.2 17.5 17.9 16.9 10.3 5.5 -8.2 -16.4 -27.2 -42.1 -59.7 -83.0 -87.1 -90.1 -94.3 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 35.7 7.3 15.6 20.1 22.2 23.3 24.3 25.3 26.8 26.9 26.8 27.5 26.6 20.6 16.8 5.6 -1.2 -10.7 -22.1 -34.4 -52.8 -80.0 -56.8 -60.0 -64.9 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 34.0 5.3 13.5 18.0 20.1 21.1 21.8 22.4 22.7 23.6 24.5 25.7 26.3 22.6 20.8 15.7 8.1 -3.5 -19.6 -49.1 -84.0 -88.8 -91.7 -94.9 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 39.5 8.8 17.1 21.6 23.7 24.7 25.6 26.4 27.3 28.6 29.9 31.6 32.5 29.5 28.2 24.0 17.6 7.8 -4.9 -29.4 -52.4 -78.3 -57.0 -59.9 -63.6 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 35.6 8.2 16.0 20.4 22.4 23.5 24.5 25.5 26.9 26.8 26.4 26.9 25.9 19.8 16.0 4.8 -2.0 -11.4 -22.5 -34.1 -52.2 -79.3 -56.0 -59.2 -63.9 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 26.8 0.3 8.1 12.4 14.4 15.5 16.4 17.3 18.3 17.9 17.3 17.6 16.4 10.2 4.9 -9.0 -20.1 -32.3 -45.4 -58.3 -84.3 -88.2 -91.3 -96.0 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 47 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 31.5 3.0 11.3 15.8 17.9 18.9 19.7 20.4 21.2 22.1 22.9 23.7 23.1 17.0 12.8 1.2 -5.6 -15.1 -27.2 -44.0 -62.8 -90.1 -67.3 -70.5 -74.9 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 39.8 10.4 18.6 23.2 25.3 26.5 27.6 28.8 30.6 31.0 31.2 32.1 31.3 25.7 20.5 13.9 7.4 -0.3 -7.2 -13.9 -25.4 -42.6 -29.4 -32.6 -37.6 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 45.0 12.4 20.7 25.3 27.4 28.5 29.5 30.5 31.9 33.4 35.1 37.0 38.2 35.8 35.1 31.8 26.5 18.8 7.7 -1.4 -17.8 -31.5 -22.6 -25.5 -29.0 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 37.8 9.7 17.6 21.9 23.9 24.9 25.7 26.5 27.5 28.6 29.5 30.2 29.6 23.6 18.3 11.4 4.5 -3.4 -11.7 -22.5 -34.0 -51.4 -38.3 -41.4 -45.6 N Brawley Ave - N. Parkway
Drive to W. D CNEL 31.2 4.6 12.5 16.8 18.7 19.7 20.3 20.9 21.2 21.8 22.3 22.8 21.9 15.4 11.1 -2.4 -9.9 -20.6 -35.7 -54.7 -78.3 -82.5 -85.7 -90.0 N Brawley Ave - W Shields
Avenue to W. C CNEL 37.0 9.2 17.1 21.4 23.4 24.4 25.2 25.9 26.8 27.7 28.5 29.2 28.6 22.6 17.4 6.1 -3.6 -12.7 -21.4 -31.7 -47.4 -70.8 -51.7 -54.8 -59.1 W. Sheilds Ave - West of N.
Grantland Av CNEL 25.4 -1.6 7.0 11.6 13.7 14.8 15.4 15.8 15.4 15.8 16.0 16.3 15.3 8.3 4.1 -10.5 -19.0 -32.1 -55.7 -82.9 N. Grantland Ave - W Shields
Avenue to W CNEL 27.3 -0.4 8.2 12.8 14.9 16.0 16.9 17.7 18.4 18.2 17.9 18.3 17.3 11.0 5.7 -9.2 -20.8 -34.3 -53.4 -69.4 N. Bryan Ave - W Shields
Avenue to W. Cl CNEL 23.8 -3.9 4.3 8.8 10.8 11.9 12.6 13.2 13.6 14.4 15.0 15.7 15.0 8.8 3.6 -10.2 -21.0 -33.0 -47.9 -63.0 -87.0 -91.4 -94.6 -99.1 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 32.4 3.5 11.8 16.3 18.4 19.4 20.3 21.1 22.0 23.1 24.1 24.9 24.4 18.5 13.4 2.1 -7.6 -16.8 -25.9 -36.7 -52.8 -76.6 -57.3 -60.5 -64.9 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 43.4 13.1 21.4 25.9 28.1 29.3 30.4 31.8 33.8 34.4 34.9 36.0 35.5 30.5 25.4 22.1 12.6 7.3 3.2 0.9 -7.0 -18.9 -11.0 -14.3 -19.2 N. Cornelia Ave - W Shields
Avenue to W. CNEL 73.2 37.9 45.9 50.2 52.3 53.4 54.3 55.3 56.6 58.1 59.6 61.6 64.5 64.6 65.1 63.7 63.3 61.6 59.3 56.5 52.4 46.8 46.8 44.1 41.3 N. Blythe Ave - W Shields
Avenue to W. C CNEL 42.8 13.7 21.6 26.0 28.0 29.1 29.9 30.9 32.2 33.4 34.6 35.6 35.2 29.9 24.7 21.4 11.3 5.3 -1.2 -5.4 -14.1 -26.1 -18.4 -21.5 -25.7 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 36.2 7.8 16.0 20.6 22.6 23.7 24.5 25.2 25.9 26.9 27.7 28.4 27.9 21.8 17.5 6.0 -0.8 -10.3 -22.4 -39.2 -57.9 -85.1 -62.4 -65.6 -70.0 N. Valentine Ave - N. Parkway
Drive to W CNEL 27.0 0.7 8.6 12.9 14.8 15.7 16.3 16.8 17.1 17.6 18.0 18.4 17.5 11.0 6.3 -6.9 -15.1 -26.3 -42.4 -62.9 -88.7 -92.9 -96.0 N. Valentine Ave - W Shields
Avenue to W CNEL 27.8 1.2 9.1 13.4 15.3 16.3 16.9 17.4 17.8 18.4 18.9 19.5 18.7 12.3 7.1 -6.8 -17.6 -29.4 -44.0 -58.6 -82.2 -86.5 -89.6 -93.9 W. Clinton Ave - N Brawley Ave
to N. Val CNEL 41.3 10.5 18.7 23.3 25.4 26.5 27.6 28.7 30.5 31.0 31.6 33.2 34.1 31.2 29.8 25.5 19.0 9.2 -3.7 -26.1 -44.3 -69.3 -48.4 -51.5 -56.3 W. Clinton Ave - N. Valentine
Ave to N. CNEL 37.1 8.0 16.2 20.7 22.8 23.9 24.9 25.8 27.0 27.2 27.4 28.7 29.1 25.7 23.8 18.8 11.1 -0.4 -16.3 -44.4 -75.3 -79.4 -82.6 -87.0 N. Marks Ave - W Princeton
Avenue to W. CNEL 28.6 3.1 10.9 15.2 17.1 18.0 18.6 18.9 18.7 19.0 19.2 19.5 18.4 11.6 6.1 -8.6 -21.0 -35.1 -56.7 -74.2 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 48 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Marks Ave - W Princeton
Avenue to W. CNEL 25.7 0.1 8.0 12.3 14.2 15.1 15.6 16.0 15.8 16.1 16.3 16.6 15.6 8.8 3.3 -11.4 -23.5 -37.3 -58.8 -76.3 W. Clinton Ave - N. Marks
Avenue to SR99 CNEL 34.4 6.6 14.9 19.3 21.4 22.4 23.3 24.1 24.9 24.7 24.5 25.5 25.6 21.7 19.4 13.7 4.9 -8.3 -27.7 -59.8 N. Grantland Ave - W. Shaw
Avenue to W. CNEL 22.7 -1.5 6.3 10.5 12.5 13.5 14.1 14.5 13.9 12.6 11.0 10.5 8.5 1.1 -5.6 -21.7 -36.5 -54.0 -81.7 N. Grantland Ave - W. Dakota
Avenue to W CNEL 27.8 0.4 8.9 13.5 15.6 16.7 17.6 18.3 18.9 18.6 18.2 18.6 17.5 11.0 5.7 -9.4 -21.2 -35.2 -55.8 -72.5 Receiver 12 Fl G LrD,lim dB(A) LrD 83.
9 dB(A)
SR99 - W. Shields Avenue to
W. Clinton A CNEL 70.2 33.3 42.7 47.5 49.9 51.4 53.1 55.3 58.9 59.9 60.5 62.8 63.3 61.3 59.2 54.7 50.0 46.2 42.4 41.0 36.8 30.4 32.4 28.8 22.8 SR99 - W. Dakota Avenue to W.
Sheilds Av CNEL 62.1 28.5 37.8 42.6 45.0 46.3 47.9 49.9 53.0 53.5 53.4 54.9 54.0 49.9 46.0 41.1 35.8 28.3 21.7 16.9 7.4 -6.3 3.0 -0.6 -6.6 SR99 - W. Shields Avenue to
W. Clinton A CNEL 71.0 34.7 44.0 48.9 51.2 52.7 54.4 56.6 60.1 61.0 61.5 63.7 64.0 61.7 59.3 54.9 50.4 46.1 42.2 40.8 36.2 29.4 31.8 28.2 22.2 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 53.4 20.8 30.1 34.9 37.2 38.5 40.0 41.8 44.6 44.8 44.4 45.6 44.7 41.2 39.8 34.6 27.8 18.2 5.3 -12.2 -31.2 -58.6 -35.6 -39.2 -45.2 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 52.2 20.6 29.9 34.7 37.0 38.3 39.7 41.4 43.9 43.9 43.2 44.3 43.1 38.0 34.0 22.2 13.5 2.9 -9.7 -22.9 -45.9 -79.1 -50.3 -53.9 -60.0 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 48.0 18.9 28.2 32.9 35.1 36.4 37.6 38.9 40.2 39.5 38.0 38.5 36.7 30.6 26.6 12.9 4.0 -9.8 -32.8 -55.9 -92.2 -96.6 SR99 - W. Shaw Avenue to W.
Ashlan Avenu CNEL 44.7 14.5 23.7 28.5 30.8 32.0 33.4 34.8 36.8 36.5 35.3 36.0 34.6 29.1 26.6 16.2 8.1 -4.4 -24.0 -48.0 -80.7 -85.1 -88.7 -94.8 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 23.3 -4.0 3.9 8.2 10.1 11.1 11.9 12.5 13.2 14.0 14.7 15.3 14.6 8.5 3.6 -10.1 -18.7 -29.0 -40.4 -52.8 -71.8 -76.0 -79.1 -83.4 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 23.9 -3.5 4.3 8.7 10.6 11.6 12.3 13.0 13.8 14.6 15.3 16.0 15.3 9.1 4.2 -9.2 -17.7 -27.9 -38.7 -50.5 -68.7 -95.9 -72.9 -76.0 -80.4 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 19.8 -7.7 0.2 4.6 6.5 7.5 8.2 8.9 9.7 10.5 11.2 11.9 11.2 4.9 1.1 -9.8 -15.9 -25.2 -37.0 -53.3 -71.1 -97.7 -75.4 -78.5 -82.8 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 23.5 -4.1 3.8 8.1 10.1 11.0 11.8 12.5 13.3 14.1 14.9 15.5 14.8 8.8 6.2 -1.2 -7.0 -16.1 -28.1 -47.8 -65.7 -91.5 -69.9 -73.0 -77.3 SR99 - W. Ashlan Avenue to W.
Dakota Ave CNEL 47.2 16.4 25.7 30.5 32.7 34.0 35.4 37.0 39.1 39.0 38.0 38.9 37.6 32.2 29.4 18.3 10.7 -0.9 -18.4 -38.3 -67.0 -71.4 -75.1 -81.1 CNEL 25.5 -4.6 4.0 8.7 10.9 12.1 13.2 14.3 16.0 16.5 16.8 17.8 17.1 11.4 7.3 -2.5 -9.4 -18.4 -28.0 -38.5 -54.5 -78.9 -58.6 -61.9 -67.1 W. Ashlan Ave - N. Hayes
Avenue to N. Po CNEL 18.2 -7.5 1.0 5.6 7.7 8.7 9.4 9.9 9.3 8.4 7.3 7.0 5.3 -2.1 -7.9 -24.4 -36.7 -53.3 -86.5 W. Ashlan - N. Polk Ave to N.
Cornelia CNEL 27.1 1.6 9.8 14.3 16.3 17.3 18.0 18.5 18.4 17.5 16.4 16.3 14.6 7.5 1.8 -14.2 -26.0 -41.3 -69.5 -90.1 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 49 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Ashlan Ave - N. Cornelia Ave
to N. Bl CNEL 33.3 7.1 15.3 19.8 21.8 22.8 23.6 24.3 24.6 24.0 23.2 23.4 22.0 15.2 10.2 -5.2 -15.2 -28.7 -51.8 -70.9 W. Gettysburg Ave - N. Polk Ave
to N. Ba CNEL 14.0 -10.1 -2.3 2.0 4.0 4.9 5.6 5.9 5.1 3.7 2.1 1.5 -0.6 -8.2 -14.9 -31.2 -46.3 -64.3 -93.5 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 33.3 7.4 15.2 19.5 21.5 22.5 23.4 24.1 24.8 24.1 23.3 23.4 22.1 15.5 10.1 -4.8 -16.3 -29.7 -47.3 -62.5 -93.4 -97.3 W. Dakota Ave - N. Hayes
Avenue to N. Po CNEL 18.9 -4.9 2.9 7.1 9.0 9.8 10.2 10.2 8.8 8.5 8.0 7.6 5.9 -1.8 -7.6 -24.0 -36.0 -51.9 -86.4 W. Dakota Ave - N. Polk Avenue
to N. Cor CNEL 25.4 0.8 8.6 12.9 14.8 15.6 16.1 16.3 15.5 15.5 15.3 15.3 13.9 6.6 1.4 -14.4 -25.0 -39.2 -67.6 -89.6 W. Dakota Ave - N. Cornelia
Avenue to N. CNEL 27.3 1.8 9.7 14.0 15.9 16.8 17.3 17.7 17.5 17.8 17.9 18.1 17.1 10.2 5.4 -9.5 -18.5 -30.8 -51.7 -73.0 W. Dakota Ave - N. Blythe
Avenue to N Br CNEL 29.0 2.6 10.5 14.8 16.7 17.6 18.3 18.8 19.1 19.6 20.1 20.6 19.7 13.2 8.7 -4.9 -12.8 -23.6 -38.8 -57.7 -81.4 -85.6 -88.7 -93.1 W. Dakota Ave - N Brawley
Avenue to N. P CNEL 26.8 -0.3 7.6 11.9 13.9 14.8 15.5 16.2 16.7 17.5 18.1 18.7 18.0 11.7 6.8 -7.0 -16.0 -26.7 -39.1 -52.5 -72.9 -77.2 -80.3 -84.6 W. Sheilds Ave - N. Polk
Avenue to N. Co CNEL 26.9 -0.1 8.4 13.1 15.2 16.2 16.9 17.3 16.9 17.2 17.5 17.8 16.8 9.8 5.4 -9.5 -18.3 -31.5 -55.8 -81.9 W. Sheilds Ave - N. Hayes
Avenue to N. P CNEL 23.5 -2.5 6.0 10.7 12.8 13.8 14.3 14.5 13.5 13.5 13.4 13.3 12.0 4.5 -0.4 -16.2 -26.4 -41.5 -71.4 W. Sheilds Ave - N. Cornelia
Ave to N Bl CNEL 31.0 2.9 11.5 16.2 18.3 19.4 20.1 20.7 20.9 21.6 22.2 22.8 22.1 15.5 11.6 -2.1 -9.4 -20.8 -38.6 -62.0 -89.4 -94.1 -97.4 W. Sheilds Ave - N. Blythe Ave
to N. Bra CNEL 33.9 5.6 13.9 18.4 20.4 21.5 22.3 23.0 23.6 24.5 25.3 26.0 25.4 19.2 15.2 3.2 -3.2 -12.8 -25.4 -43.0 -62.0 -89.6 -66.5 -69.7 -74.1 W. Sheilds Ave - N Brawley Ave
to N. Val CNEL 39.7 10.3 18.7 23.2 25.3 26.4 27.2 28.1 29.2 30.4 31.4 32.3 31.8 26.0 20.8 14.2 7.4 -0.7 -9.2 -21.0 -32.8 -50.5 -37.4 -40.5 -44.8 W. Sheilds Ave - N. Valentine
Ave to N. CNEL 44.4 13.8 22.2 26.7 28.8 30.0 30.9 32.0 33.3 34.7 36.1 37.3 37.1 32.0 27.3 23.7 15.1 9.1 1.6 -3.1 -11.7 -23.0 -16.3 -19.4 -23.6 Shields Ave & Valentine Ave
East CNEL 34.2 4.4 12.7 17.3 19.4 20.5 21.4 22.4 23.6 24.9 26.0 27.0 26.4 20.7 14.8 5.8 0.5 -6.4 -13.1 -20.9 -31.5 -47.4 -36.1 -39.2 -43.5 W. Clinton Ave - N. Polk Avenue
to N. Co CNEL 28.0 0.5 8.7 13.1 15.2 16.3 17.1 17.8 18.5 18.3 18.1 19.0 19.0 15.0 12.6 6.8 -2.1 -15.6 -35.4 -67.9 W. Clinton Ave - N. Hayes Ave
to N. Polk CNEL 19.8 -6.4 1.7 6.2 8.2 9.3 10.0 10.6 10.6 10.0 9.4 9.9 9.5 5.0 2.0 -4.6 -14.8 -30.2 -53.5 -90.6 W. Clinton Ave - N. Cornelia
Avenue to N CNEL 34.6 5.5 13.7 18.2 20.3 21.4 22.4 23.3 24.5 24.7 24.8 26.1 26.6 23.2 21.3 16.2 8.5 -3.0 -19.0 -47.3 -78.3 -82.4 -85.5 -90.0 W. Clinton Ave - N. Blythe
Avenue to N B CNEL 41.0 10.2 18.5 23.0 25.1 26.3 27.3 28.5 30.2 30.7 31.3 32.9 33.8 30.9 29.5 25.2 18.7 8.8 -4.1 -26.5 -44.9 -70.1 -48.9 -52.1 -56.9 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 50 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
N. Polk Ave - W. Gettysburg
Avenue to W. CNEL 23.0 -1.9 6.2 10.7 12.7 13.7 14.4 14.8 14.1 13.0 11.7 11.3 9.4 1.9 -3.8 -20.3 -32.3 -48.7 -80.8 N. Polk Ave - W. Ashland
Avenue to W. Da CNEL 26.0 0.7 8.9 13.3 15.3 16.3 17.0 17.5 17.2 16.3 15.1 14.9 13.2 5.9 0.2 -15.8 -27.7 -43.4 -72.3 -95.4 N. Cornelia Ave - N. Parkway
Drive to W. CNEL 26.8 1.7 9.9 14.3 16.3 17.2 17.7 17.9 16.8 16.8 16.6 16.5 15.1 7.7 2.0 -13.8 -26.2 -41.6 -72.5 -96.4 N. Cornelia Ave - W. Ashland
Avenue to W CNEL 28.8 3.0 11.2 15.6 17.6 18.6 19.1 19.4 18.8 19.0 19.1 19.2 18.0 10.9 5.8 -9.5 -20.0 -33.9 -60.6 -84.2 N. Blythe Ave - W. Ashlan
Avenue to W. D CNEL 30.8 4.7 12.6 16.9 18.9 19.9 20.8 21.5 22.3 21.7 20.9 21.1 19.8 13.3 8.2 -6.3 -16.0 -28.3 -45.7 -61.7 -90.8 -94.7 -97.8 W. Ashlan Ave - N. Blythe
Avenue to SR99 CNEL 25.3 -0.8 7.0 11.3 13.3 14.4 15.2 16.0 16.8 16.2 15.4 15.6 14.3 7.9 2.6 -12.2 -23.4 -36.5 -52.8 -67.3 -97.0 N. Hayes Ave - W. Dakota
Avenue to W Shi CNEL 16.5 -8.0 0.2 4.6 6.6 7.5 7.9 8.0 6.4 6.1 5.7 5.3 3.6 -4.0 -10.6 -26.6 -42.0 -60.6 -91.2 N. Polk Ave - W. Dakota Avenue
to W Shie CNEL 26.3 0.7 8.9 13.3 15.4 16.4 17.1 17.7 17.6 16.8 15.8 15.7 14.1 7.2 1.0 -14.4 -28.5 -44.9 -69.0 -89.5 N. Cornelia Ave - W. Dakota
Avenue to W CNEL 28.8 2.6 10.8 15.3 17.3 18.2 18.8 19.2 18.9 19.2 19.5 19.7 18.7 12.0 6.4 -8.4 -21.0 -35.7 -59.8 -78.3 N. Blythe Ave - W. Dakota
Avenue to W Sh CNEL 30.1 3.9 11.8 16.1 18.0 18.9 19.5 20.0 20.2 20.7 21.1 21.5 20.6 14.1 9.4 -3.8 -12.1 -23.3 -39.6 -60.5 -86.6 -90.8 -93.9 -98.3 N Brawley Ave - N. Parkway
Drive to W. D CNEL 31.2 4.6 12.5 16.8 18.7 19.7 20.3 20.9 21.2 21.8 22.3 22.8 21.9 15.4 11.1 -2.4 -9.9 -20.5 -35.6 -54.7 -78.3 -82.6 -85.7 -90.0 N Brawley Ave - W Shields
Avenue to W. C CNEL 36.9 9.2 17.1 21.4 23.3 24.4 25.1 25.9 26.7 27.7 28.5 29.2 28.5 22.5 17.3 6.0 -3.4 -12.8 -21.8 -32.0 -47.8 -71.3 -52.1 -55.2 -59.5 N. Hayes Ave - W Shields
Avenue to W. Cl CNEL 18.6 -6.0 2.2 6.7 8.6 9.5 10.0 10.0 8.5 8.3 7.9 7.6 5.9 -1.7 -8.2 -24.1 -39.3 -57.7 -88.4 N. Polk Ave - W Shields Avenue
to W. Cli CNEL 25.7 -0.1 8.1 12.5 14.6 15.6 16.3 16.9 17.0 16.2 15.3 15.3 13.7 6.9 0.9 -14.4 -28.0 -44.2 -68.6 -87.2 N. Cornelia Ave - W Shields
Avenue to W. CNEL 28.5 3.1 10.9 15.2 17.1 18.0 18.5 18.9 18.7 18.9 19.1 19.3 18.2 11.5 6.0 -8.6 -20.6 -35.0 -57.6 -74.6 N. Blythe Ave - W Shields
Avenue to W. C CNEL 31.4 4.9 12.7 17.0 19.0 19.9 20.6 21.1 21.5 22.1 22.6 23.1 22.2 15.9 10.7 -3.0 -13.4 -25.7 -40.9 -55.1 -78.9 -83.1 -86.2 -90.6 N Brawley Ave - W. Dakota
Avenue to W Sh CNEL 36.2 7.8 16.0 20.6 22.6 23.7 24.5 25.2 25.9 26.9 27.7 28.5 27.9 21.8 17.5 6.0 -0.8 -10.3 -22.3 -39.2 -57.8 -85.0 -62.3 -65.5 -69.9 N. Valentine Ave - N. Parkway
Drive to W CNEL 34.7 6.6 14.5 18.8 20.8 21.8 22.6 23.4 24.5 25.5 26.4 27.2 26.5 20.6 15.1 8.4 1.3 -6.6 -14.7 -25.1 -36.7 -54.1 -40.9 -44.0 -48.3 N. Valentine Ave - W Shields
Avenue to W CNEL 39.0 9.9 17.8 22.2 24.2 25.3 26.1 27.1 28.3 29.6 30.7 31.7 31.4 26.0 21.0 17.4 7.3 1.3 -5.5 -9.9 -18.8 -31.0 -23.2 -26.2 -30.4 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 51 Fresno West EIR
Contribution spectra - Situatiion 1: Outdoor SP
23 Source Time
slice
Sum
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)
W. Clinton Ave - N Brawley Ave
to N. Val CNEL 48.1 15.2 23.5 28.1 30.2 31.5 32.6 34.0 36.2 37.0 38.0 40.0 41.2 38.8 38.0 34.4 29.0 21.1 10.1 0.7 -11.5 -23.6 -15.7 -18.8 -23.3 W. Clinton Ave - N. Valentine
Ave to N. CNEL 74.1 37.4 45.8 50.3 52.5 53.7 54.9 56.3 58.0 59.5 61.2 63.3 64.4 64.8 65.8 64.9 63.7 62.7 60.3 58.0 54.5 50.3 48.5 45.7 42.5 N. Marks Ave - W Princeton
Avenue to W. CNEL 75.6 40.2 48.2 52.5 54.6 55.6 56.6 57.6 58.8 60.2 61.8 64.2 67.4 66.9 67.1 66.1 65.5 63.9 61.4 58.5 53.9 48.7 48.4 45.8 43.0 N. Marks Ave - W Princeton
Avenue to W. CNEL 45.7 14.9 22.9 27.3 29.3 30.4 31.3 32.4 33.8 35.3 36.9 38.5 39.1 35.1 32.5 27.3 24.5 17.9 10.1 3.3 -2.1 -10.8 -6.6 -9.6 -13.3 W. Clinton Ave - N. Marks
Avenue to SR99 CNEL 81.9 45.0 53.4 57.9 60.1 61.3 62.5 63.8 65.7 67.1 68.0 71.0 74.1 73.1 73.2 72.7 71.4 70.3 67.7 64.9 60.6 56.5 54.9 52.0 48.5 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 52 Fresno West EIR
Assessed contribution level - Situatiion 2: Outdoor SP 9 Source Source typeTr. lane CNEL
dB(A)
A
dB
Receiver 4669,4766 Fl G dB(A) CNEL 71.3 dB(A)
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Dakota Avenue to
W. Sheilds Av Road 0.0
SR99 - W. Shields Avenue to
W. Clinton A Road 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 40.8 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 44.1 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 54.7 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 42.0 0.0
SR99 - W. Shaw Avenue to
W. Ashlan Avenu Road 54.1 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 11.8 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 11.6 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 7.0 0.0
W. Dakota Ave - N Brawley
Avenue to N. P Road 0.0
SR99 - W. Herndon Avenue
to W. Shaw Aven Road 63.6 0.0
SR99 - W. Ashlan Avenue to
W. Dakota Ave Road 43.0 0.0
N Garfield Ave - W. Herndon
Avenue to W. Road 33.1 0.0
N Garfield Ave - W. Bullard
Avenue to W. Road 34.3 0.0
N Garfield Ave - W. Barstow
Avenue to W. Road 37.6 0.0
N Garfield Ave - W. Shaw
Avenue to W. Ge Road 37.3 0.0
N Garfield Ave - W. Ashlan
Avenue to W. Road 33.3 0.0
N Garfield Ave - W. Sheilds
Avenue to W. Road 27.0 0.0
W. Clinton Ave - N. Garfield
Ave to N. G Road 22.9 0.0
W. Gettysburg Ave - N
Garfield Ave to Gr Road 40.0 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 1 Fresno West EIR
Assessed contribution level - Situatiion 2: Outdoor SP 9 Source Source typeTr. lane CNEL
dB(A)
A
dB
W. Gettysburg Ave - N.
Grantland Ave to Road 49.2 0.0
W. Ashlan Ave - N. Garfield
Ave to N. Gr Road 47.0 0.0
W. Dakota Ave - N. Garfield
Ave to N. Gr Road 36.1 0.0
W. Dakota Ave - N.
Grantland Avenue to N Road 37.7 0.0
W. Dakota Ave - N. Bryan
Avenue to N. Ha Road 38.1 0.0
N. Valentine Ave - N.
Parkway Drive to W Road 0.0
W. Shaw Ave - N. Bryan Ave
to N. Hayes A Road 66.7 0.0
W. Shaw Ave - N. Hayes Ave
to N. Polk Av Road 56.7 0.0
W. Shaw Ave - N. Polk
Avenue to State Ro Road 39.2 0.0
W. Shaw Ave - N. Grantland
Ave to N. Road 60.7 0.0
W. Ashlan Ave - N. Bryan
Avenue to N. Ha Road 50.6 0.0
W. Ashlan Ave - N. Hayes
Avenue to N. Po Road 48.3 0.0
W. Ashlan - N. Polk Ave to N.
Cornelia Road 46.2 0.0
W. Ashlan Ave - N. Cornelia
Ave to N. Bl Road 43.4 0.0
W. Gettysburg Ave - N.
Bryan Avenue to N Road 54.4 0.0
W. Gettysburg Ave - N.
Hayes Ave to N Po Road 44.3 0.0
W. Gettysburg Ave - N. Polk
Ave to N. Ba Road 38.4 0.0
W. Ashlan Ave - N.
Grantland Ave to N Br Road 49.4 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 33.9 0.0
W. Dakota Ave - N. Hayes
Avenue to N. Po Road 36.7 0.0
W. Dakota Ave - N. Polk
Avenue to N. Cor Road 34.4 0.0
W. Dakota Ave - N. Cornelia
Avenue to N. Road 31.6 0.0
W. Dakota Ave - N. Blythe
Avenue to N Br Road 26.8 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 2 Fresno West EIR
Assessed contribution level - Situatiion 2: Outdoor SP 9 Source Source typeTr. lane CNEL
dB(A)
A
dB
W. Dakota Ave - N Brawley
Avenue to N. P Road 16.9 0.0
W. Sheilds Ave - N. Polk
Avenue to N. Co Road 27.7 0.0
W. Sheilds Ave - N. Hayes
Avenue to N. P Road 36.7 0.0
W. Sheilds Ave - N. Bryan
Avenue to N. H Road 35.0 0.0
W. Sheilds Ave - N.
Grantland Ave to Bry Road 35.7 0.0
W. Sheilds Ave - N. Cornelia
Ave to N Bl Road 33.4 0.0
W. Sheilds Ave - N. Blythe
Ave to N. Bra Road 30.4 0.0
W. Sheilds Ave - N Brawley
Ave to N. Val Road 25.8 0.0
W. Sheilds Ave - N.
Valentine Ave to N. Road 0.0
Shields Ave & Valentine Ave
East Road 0.0
W. Clinton Ave - N. Polk
Avenue to N. Co Road 32.8 0.0
W. Clinton Ave - N. Hayes
Ave to N. Polk Road 31.9 0.0
W. Clinton Ave - N. Bryan
Ave to N. Haye Road 31.4 0.0
W. Clinton Ave - N.
Grantland Ave to Bry Road 29.8 0.0
W. Clinton Ave - N. Cornelia
Avenue to N Road 32.2 0.0
W. Clinton Ave - N. Blythe
Avenue to N B Road 28.9 0.0
W. Shaw Ave - N Garfield
Avenue to N. Gr Road 50.2 0.0
N. Grantland Ave - W.
Barstow Ave to Sha Road 50.1 0.0
N. Grantland Ave - W.
Ashlan Avenue to W Road 37.4 0.0
N. Bryan Ave - W. Shaw
Avenue to W. Gett Road 63.7 0.0
N. Hayes Ave - W. Shaw
Avenue to W. Gett Road 54.9 0.0
N. Polk Ave - W. Shaw
Avenue to W. Getty Road 45.6 0.0
N. Polk Ave - North of W.
Shaw Avenue Road 37.1 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 3 Fresno West EIR
Assessed contribution level - Situatiion 2: Outdoor SP 9 Source Source typeTr. lane CNEL
dB(A)
A
dB
Bullard Ave - N Garfield to N.
Grantland Road 40.4 0.0
Bullard Ave - N. Bryan
Avenue to N. Cont Road 46.3 0.0
N. Grantland Ave - W.
Bullard Ave to Bar Road 41.4 0.0
Bullard Ave - N Garfield
Avenue to N. Gr Road 35.1 0.0
Bullard Ave - N. Grantland
Avenue to N. Road 29.4 0.0
N. Grantland Ave - N.
Parkway Drive to W Road 36.7 0.0
N. Bryan Ave - W.
Gettysburg Ave to W As Road 42.9 0.0
N. Bryan Ave - W. Dakota
Avenue to W. Sh Road 36.6 0.0
N. Grantland Ave - W.
Ashlan Ave to W Da Road 46.0 0.0
N. Hayes Ave - W.
Gettysburg Avenue to W Road 50.1 0.0
N. Polk Ave - W. Gettysburg
Avenue to W. Road 45.1 0.0
N. Hayes Ave - W. Ashland
Avenue to W. D Road 30.8 0.0
N. Polk Ave - W. Ashland
Avenue to W. Da Road 41.5 0.0
N. Cornelia Ave - N. Parkway
Drive to W. Road 37.9 0.0
N. Cornelia Ave - W. Ashland
Avenue to W Road 36.4 0.0
N. Blythe Ave - W. Ashlan
Avenue to W. D Road 33.5 0.0
W. Ashlan Ave - N. Blythe
Avenue to SR99 Road 24.3 0.0
N. Hayes Ave - W. Dakota
Avenue to W Shi Road 37.3 0.0
N. Polk Ave - W. Dakota
Avenue to W Shie Road 37.8 0.0
N. Cornelia Ave - W. Dakota
Avenue to W Road 32.3 0.0
N. Blythe Ave - W. Dakota
Avenue to W Sh Road 30.4 0.0
N Brawley Ave - N. Parkway
Drive to W. D Road 28.9 0.0
N Brawley Ave - W Shields
Avenue to W. C Road 23.1 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 4 Fresno West EIR
Assessed contribution level - Situatiion 2: Outdoor SP 9 Source Source typeTr. lane CNEL
dB(A)
A
dB
W. Sheilds Ave - West of N.
Grantland Av Road 33.9 0.0
N. Grantland Ave - W Shields
Avenue to W Road 36.0 0.0
N. Bryan Ave - W Shields
Avenue to W. Cl Road 35.1 0.0
N. Hayes Ave - W Shields
Avenue to W. Cl Road 29.5 0.0
N. Polk Ave - W Shields
Avenue to W. Cli Road 31.1 0.0
N. Cornelia Ave - W Shields
Avenue to W. Road 30.5 0.0
N. Blythe Ave - W Shields
Avenue to W. C Road 29.7 0.0
N Brawley Ave - W. Dakota
Avenue to W Sh Road 28.6 0.0
N. Valentine Ave - N.
Parkway Drive to W Road 0.0
N. Valentine Ave - W Shields
Avenue to W Road 0.0
W. Clinton Ave - N Brawley
Ave to N. Val Road 0.0
W. Clinton Ave - N. Valentine
Ave to N. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
N. Marks Ave - W Princeton
Avenue to W. Road 0.0
W. Clinton Ave - N. Marks
Avenue to SR99 Road 0.0
N. Parkway Drive - W.
Herndon Avenue to Road 28.9 0.0
N. Parkway Drive - W.
Herndon Avenue to Road 32.5 0.0
N. Parkway Drive - W.
Herndon Avenue to Road 17.6 0.0
Bullard Ave - N. Grantland
Ave to N. Bry Road 31.2 0.0
N. Grantland Ave - W. Shaw
Avenue to W. Road 52.5 0.0
N. Grantland Ave - W.
Dakota Avenue to W Road 40.1 0.0
N. Bryan Ave - W. Ashlan
Avenue to W. Da Road 42.9 0.0
N. Cornelia Ave - North of W.
Gettysburg Road 35.5 0.0
SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 5 Fresno West EIR
Octave spectra of the sources in dB(A) - Situatiion 3: Outdoor GNM 3 Name Source type l or A
m,m²
Li
dB(A)
R'w
dB
L'w
dB(A)
Lw
dB(A)
KI
dB
KT
dB
LwMax
dB(A)
DO-Wall
dB(A)
Day histogram Emission spectrum 500Hz
dB(A)
Union Pacific Railroad Line 12751.74 99.3 140.4 0.0 0.0 0 100%/24h 140.4 SoundPLAN 8.0
MD Acoustics LLC 4960 S. Gilbert Rd Chandler, AZ 85249 Phone: 602 774 1950 1 U. S. DOT CROSSING INVENTORY FORM
DEPARTMENT OF TRANSPORTATION
FEDERAL RAILROAD ADMINISTRATION OMB No. 2130-0017
Instructions for the initial reporting of the following types of new or previously unreported crossings: For public highway-rail grade crossings, complete the entire inventory Form. For private highway-rail grade crossings, complete the Header, Parts I and II, and the Submission Information section. For public pathway grade crossings (including pedestrian station grade crossings), complete the Header, Parts I and II, and the Submission Information section. For Private pathway grade crossings, complete the Header, Parts I and II, and the Submission Information section. For grade-separated highway-rail or pathway crossings (including pedestrian station crossings), complete the Header, Part I, and the Submission Information section. For changes to existing data, complete the Header, Part I Items 1-3, and the Submission Information section, in addition to the updated data fields. Note: For private crossings only, Part I Item 20 and Part III Item 2.K. are required unless otherwise noted. An asterisk * denotes an optional field.
A. Revision Date
(MM/DD/YYYY)
_____/_____/_________
B. Reporting Agency C. Reason for Update (Select only one) D. DOT Crossing Railroad Transit Change in Inventory Number
Data
New
Crossing
Closed No Train
Traffic
Quiet
Zone Update
State Other Re-Open Date
Change Only
Change in Primary
Operating RR
Admin.
Correction
Part I: Location and Classification Information
1. Primary Operating Railroad
_____________________________________________________
2. State
________________________________
3. County
____________________________________
4. City / Municipality
In
Near __________________________
5. Street/Road Name & Block Number
________________________________| __________________
(Street/Road Name) |* (Block Number)
6. Highway Type & No.
_______________________________________
7. Do Other Railroads Operate a Separate Track at Crossing? Yes No If Yes, Specify RR
____________, ____________, ____________, _____________
8. Do Other Railroads Operate Over Your Track at Crossing? Yes No If Yes, Specify RR
____________, ____________, ____________, _____________
9. Railroad Division or Region
None _______________________
10. Railroad Subdivision or District
None _______________________
11. Branch or Line Name
None _______________________
12. RR Milepost
_______|____________|____________
(prefix) | (nnnn.nnn) | (suffix)
13. Line Segment
*
_________________________
14. Nearest RR Timetable
Station *
__________________________
15. Parent RR (if applicable)
N/A _____________________________
16. Crossing Owner (if applicable)
N/A _________________________________
17. Crossing Type
Public
Private
18. Crossing Purpose
Highway
Pathway, Ped.
Station, Ped.
19. Crossing Position
At Grade
RR Under
RR Over
20. Public Access
(if Private Crossing)
Yes
No
21. Type of Train
Freight
Intercity Passenger
Commuter
Transit
Shared Use Transit
Tourist/Other
22. Average Passenger
Train Count Per Day
Less Than One Per Day
Number Per Day_____
23. Type of Land Use
Open Space Farm Residential Commercial Industrial Institutional Recreational RR Yard
24. Is there an Adjacent Crossing with a Separate Number? Yes No If Yes, Provide Crossing Number __________________
25. Quiet Zone (FRA provided)
No 24 Hr Partial Chicago Excused Date Established _________________
26. HSR Corridor ID
__________________ N/A
27. Latitude in decimal degrees
(WGS84 std: nn.nnnnnnn)
28. Longitude in decimal degrees
(WGS84 std: -nnn.nnnnnnn)
29. Lat/Long Source
Actual Estimated
30.A. Railroad Use * 31.A. State Use *
30.B. Railroad Use * 31.B. State Use *
30.C. Railroad Use * 31.C. State Use *
30.D. Railroad Use * 31.D. State Use *
32.A. Narrative (Railroad Use) * 32.B. Narrative (State Use) *
33. Emergency Notification Telephone No. (posted)
_________________________________
34. Railroad Contact (Telephone No.)
______________________________________
35. State Contact (Telephone No.)
_________________________________
Part II: Railroad Information
1. Estimated Number of Daily Train Movements
1.A. Total Day Thru Trains
(6 AM to 6 PM)
__________
1.B. Total Night Thru Trains
(6 PM to 6 AM)
__________
1.C. Total Switching Trains
__________
1.D. Total Transit Trains
__________
1.E. Check if Less Than
One Movement Per Day
How many trains per week? ______
2. Year of Train Count Data (YYYY)
__________
3. Speed of Train at Crossing
3.A. Maximum Timetable Speed (mph) __________
3.B. Typical Speed Range Over Crossing (mph) From __________ to __________
4. Type and Count of Tracks
Main __________ Siding __________ Yard __________ Transit __________ Industry __________
5. Train Detection (Main Track only)
Constant Warning Time Motion Detection AFO PTC DC Other None
6. Is Track Signaled?
Yes No
7.A. Event Recorder
Yes No
7.B. Remote Health Monitoring
Yes No
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 1 OF 2 ✘
05 02 2019 ✘
757313H
Union Pacific Railroad Company [UP] CALIFORNIA FRESNO FRESNO ✘ CARNEGIE AVENUE LS ✘ ✘ NORTHERN CALIFORNIA Fresno Sub 0197.190 ✘
✘ UP ✘
✘ ✘ ✘
0 ✘
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36.821008 -119.895484
✘
CPUC 001B-197.20 800-848-8715 402-544-3721 415-703-3722 7 7 4 0 60 2016 30 60 1 0 0 0 0
✘
✘ ✘ ✘
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 2 OF 2 U. S. DOT CROSSING INVENTORY FORM
A. Revision Date (MM/DD/YYYY) PAGE 2 D. Crossing Inventory Number (7 char.) Part III: Highway or Pathway Traffic Control Device Information
1. Are there
Signs or Signals?
Yes No
2. Types of Passive Traffic Control Devices associated with the Crossing
2.A. Crossbuck
Assemblies (count)
2.B. STOP Signs (R1-1)
(count)
2.C. YIELD Signs (R1-2)
(count)
2.D. Advance Warning Signs (Check all that apply; include count) None W10-1 ________ W10-3 ________ W10-11 __________
W10-2 ________ W10-4 ________ W10-12 __________
2.E. Low Ground Clearance Sign
(W10-5)
Yes (count_______)
No
2.F. Pavement Markings 2.G. Channelization
Devices/Medians
2.H. EXEMPT Sign
(R15-3)
Yes
No
2.I. ENS Sign (I-13)
Displayed
Yes
No
Stop Lines
RR Xing Symbols
Dynamic Envelope
None
All Approaches
One Approach
Median
None
2.J. Other MUTCD Signs Yes No 2.K. Private Crossing Signs (if private)
Yes No
2.L. LED Enhanced Signs (List types)
Specify Type _______________
Specify Type _______________
Specify Type _______________
Count __________
Count __________
Count __________
3. Types of Train Activated Warning Devices at the Grade Crossing (specify count of each device for all that apply)
3.A. Gate Arms
(count)
Roadway _____
Pedestrian _____
3.B. Gate Configuration 3.C. Cantilevered (or Bridged) Flashing Light Structures (count)
3.D. Mast Mounted Flashing Lights
(count of masts) _________
3.E. Total Count of
Flashing Light Pairs
2 Quad
3 Quad
4 Quad
Full (Barrier)
Resistance
Median Gates
Over Traffic Lane _____
Not Over Traffic Lane _____
Incandescent
LED
Incandescent
Back Lights Included
LED
Side Lights
Included
3.F. Installation Date of Current
Active Warning Devices: (MM/YYYY)
______/___________ Not Required
3.G. Wayside Horn 3.H. Highway Traffic Signals Controlling Crossing
Yes No
3.I. Bells
(count) Yes
No
Installed on (MM/YYYY) ______/__________
3.J. Non-Train Active Warning
Flagging/Flagman Manually Operated Signals Watchman Floodlighting None
3.K. Other Flashing Lights or Warning Devices
Count ___________ Specify type ______________________
4.A. Does nearby Hwy
Intersection have
Traffic Signals?
Yes No
4.B. Hwy Traffic Signal
Interconnection
Not Interconnected
For Traffic Signals
For Warning Signs
4.C. Hwy Traffic Signal Preemption 5. Highway Traffic Pre-Signals Yes No
6. Highway Monitoring Devices
(Check all that apply)
Yes - Photo/Video Recording
Yes – Vehicle Presence Detection
None
Simultaneous
Advance
Storage Distance * ____________
Stop Line Distance * ____________
Part IV: Physical Characteristics
1. Traffic Lanes Crossing Railroad One-way Traffic
Two-way Traffic
Number of Lanes _______ Divided Traffic
2. Is Roadway/Pathway
Paved?
Yes No
3. Does Track Run Down a Street?
Yes No
4. Is Crossing Illuminated? (Street
lights within approx. 50 feet from
nearest rail) Yes No
5. Crossing Surface (on Main Track, multiple types allowed) Installation Date * (MM/YYYY) _______/__________ Width * ______________ Length * _______________ 1 Timber 2 Asphalt 3 Asphalt and Timber 4 Concrete 5 Concrete and Rubber 6 Rubber 7 Metal 8 Unconsolidated 9 Composite 10 Other (specify) ________________________________________________________
6. Intersecting Roadway within 500 feet?
Yes No If Yes, Approximate Distance (feet) _________________
7. Smallest Crossing Angle
0° – 29° 30° – 59° 60° - 90°
8. Is Commercial Power Available? *
Yes No
Part V: Public Highway Information
1. Highway System
(01) Interstate Highway System
(02) Other Nat Hwy System (NHS)
(03) Federal AID, Not NHS
(08) Non-Federal Aid
2. Functional Classification of Road at Crossing
(0) Rural (1) Urban
(1) Interstate (5) Major Collector
(2) Other Freeways and Expressways
(3) Other Principal Arterial (6) Minor Collector
(4) Minor Arterial (7) Local
3. Is Crossing on State Highway
System?
Yes No
4. Highway Speed Limit
___________ MPH
Posted Statutory
5. Linear Referencing System (LRS Route ID) *
6. LRS Milepost *
7. Annual Average Daily Traffic (AADT)
Year _______ AADT _____________
8. Estimated Percent Trucks
___________________ %
9. Regularly Used by School Buses?
Yes No Average Number per Day ___________
10. Emergency Services Route
Yes No
Submission Information - This information is used for administrative purposes and is not available on the public website.
Submitted by __________________________________ Organization _______________________________________ Phone _______________ Date _____________ Public reporting burden for this information collection is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed and completing and reviewing the collection of information. According to the Paperwork Reduction Act of 1995, a federal agency may not conduct or sponsor, and a person is not required to, nor shall a person be subject to a penalty for failure to comply with, a collection of information unless it displays a currently valid OMB control number. The valid OMB control number for information collection is 2130-0017. Send comments regarding this burden estimate or any other aspect of this collection, including for reducing this burden to: Information Collection Officer, Federal Railroad Administration, 1200 New Jersey Ave. SE, MS-25 Washington, DC 20590.
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U. S. DOT CROSSING INVENTORY FORM
DEPARTMENT OF TRANSPORTATION
FEDERAL RAILROAD ADMINISTRATION OMB No. 2130-0017
Instructions for the initial reporting of the following types of new or previously unreported crossings: For public highway-rail grade crossings, complete the entire inventory Form. For private highway-rail grade crossings, complete the Header, Parts I and II, and the Submission Information section. For public pathway grade crossings (including pedestrian station grade crossings), complete the Header, Parts I and II, and the Submission Information section. For Private pathway grade crossings, complete the Header, Parts I and II, and the Submission Information section. For grade-separated highway-rail or pathway crossings (including pedestrian station crossings), complete the Header, Part I, and the Submission Information section. For changes to existing data, complete the Header, Part I Items 1-3, and the Submission Information section, in addition to the updated data fields. Note: For private crossings only, Part I Item 20 and Part III Item 2.K. are required unless otherwise noted. An asterisk * denotes an optional field.
A. Revision Date
(MM/DD/YYYY)
_____/_____/_________
B. Reporting Agency C. Reason for Update (Select only one) D. DOT Crossing Railroad Transit Change in Inventory Number
Data
New
Crossing
Closed No Train
Traffic
Quiet
Zone Update
State Other Re-Open Date
Change Only
Change in Primary
Operating RR
Admin.
Correction
Part I: Location and Classification Information
1. Primary Operating Railroad
_____________________________________________________
2. State
________________________________
3. County
____________________________________
4. City / Municipality
In
Near __________________________
5. Street/Road Name & Block Number
________________________________| __________________
(Street/Road Name) |* (Block Number)
6. Highway Type & No.
_______________________________________
7. Do Other Railroads Operate a Separate Track at Crossing? Yes No If Yes, Specify RR
____________, ____________, ____________, _____________
8. Do Other Railroads Operate Over Your Track at Crossing? Yes No If Yes, Specify RR
____________, ____________, ____________, _____________
9. Railroad Division or Region
None _______________________
10. Railroad Subdivision or District
None _______________________
11. Branch or Line Name
None _______________________
12. RR Milepost
_______|____________|____________
(prefix) | (nnnn.nnn) | (suffix)
13. Line Segment
*
_________________________
14. Nearest RR Timetable
Station *
__________________________
15. Parent RR (if applicable)
N/A _____________________________
16. Crossing Owner (if applicable)
N/A _________________________________
17. Crossing Type
Public
Private
18. Crossing Purpose
Highway
Pathway, Ped.
Station, Ped.
19. Crossing Position
At Grade
RR Under
RR Over
20. Public Access
(if Private Crossing)
Yes
No
21. Type of Train
Freight
Intercity Passenger
Commuter
Transit
Shared Use Transit
Tourist/Other
22. Average Passenger
Train Count Per Day
Less Than One Per Day
Number Per Day_____
23. Type of Land Use
Open Space Farm Residential Commercial Industrial Institutional Recreational RR Yard
24. Is there an Adjacent Crossing with a Separate Number? Yes No If Yes, Provide Crossing Number __________________
25. Quiet Zone (FRA provided)
No 24 Hr Partial Chicago Excused Date Established _________________
26. HSR Corridor ID
__________________ N/A
27. Latitude in decimal degrees
(WGS84 std: nn.nnnnnnn)
28. Longitude in decimal degrees
(WGS84 std: -nnn.nnnnnnn)
29. Lat/Long Source
Actual Estimated
30.A. Railroad Use * 31.A. State Use *
30.B. Railroad Use * 31.B. State Use *
30.C. Railroad Use * 31.C. State Use *
30.D. Railroad Use * 31.D. State Use *
32.A. Narrative (Railroad Use) * 32.B. Narrative (State Use) *
33. Emergency Notification Telephone No. (posted)
_________________________________
34. Railroad Contact (Telephone No.)
______________________________________
35. State Contact (Telephone No.)
_________________________________
Part II: Railroad Information
1. Estimated Number of Daily Train Movements
1.A. Total Day Thru Trains
(6 AM to 6 PM)
__________
1.B. Total Night Thru Trains
(6 PM to 6 AM)
__________
1.C. Total Switching Trains
__________
1.D. Total Transit Trains
__________
1.E. Check if Less Than
One Movement Per Day
How many trains per week? ______
2. Year of Train Count Data (YYYY)
__________
3. Speed of Train at Crossing
3.A. Maximum Timetable Speed (mph) __________
3.B. Typical Speed Range Over Crossing (mph) From __________ to __________
4. Type and Count of Tracks
Main __________ Siding __________ Yard __________ Transit __________ Industry __________
5. Train Detection (Main Track only)
Constant Warning Time Motion Detection AFO PTC DC Other None
6. Is Track Signaled?
Yes No
7.A. Event Recorder
Yes No
7.B. Remote Health Monitoring
Yes No
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 1 OF 2 ✘
05 02 2019 ✘
760966M
Union Pacific Railroad Company [UP] CALIFORNIA FRESNO HERNDON AVENUE 7 ✘ NA ✘ ✘ NORTHERN CALIFORNIA Fresno Sub 0193.670 ✘
✘ UP ✘
✘
✘
✘
0 ✘
✘ ✘
✘
36.8517145 -119.9456857
✘
800-848-8715 402-544-3721 415-703-3722 0 0 0 0 1
✘
60 2016 30 60 1 0 0 0 0
✘
✘ ✘ ✘
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 2 OF 2 U. S. DOT CROSSING INVENTORY FORM
A. Revision Date (MM/DD/YYYY) PAGE 2 D. Crossing Inventory Number (7 char.) Part III: Highway or Pathway Traffic Control Device Information
1. Are there
Signs or Signals?
Yes No
2. Types of Passive Traffic Control Devices associated with the Crossing
2.A. Crossbuck
Assemblies (count)
2.B. STOP Signs (R1-1)
(count)
2.C. YIELD Signs (R1-2)
(count)
2.D. Advance Warning Signs (Check all that apply; include count) None W10-1 ________ W10-3 ________ W10-11 __________
W10-2 ________ W10-4 ________ W10-12 __________
2.E. Low Ground Clearance Sign
(W10-5)
Yes (count_______)
No
2.F. Pavement Markings 2.G. Channelization
Devices/Medians
2.H. EXEMPT Sign
(R15-3)
Yes
No
2.I. ENS Sign (I-13)
Displayed
Yes
No
Stop Lines
RR Xing Symbols
Dynamic Envelope
None
All Approaches
One Approach
Median
None
2.J. Other MUTCD Signs Yes No 2.K. Private Crossing Signs (if private)
Yes No
2.L. LED Enhanced Signs (List types)
Specify Type _______________
Specify Type _______________
Specify Type _______________
Count __________
Count __________
Count __________
3. Types of Train Activated Warning Devices at the Grade Crossing (specify count of each device for all that apply)
3.A. Gate Arms
(count)
Roadway _____
Pedestrian _____
3.B. Gate Configuration 3.C. Cantilevered (or Bridged) Flashing Light Structures (count)
3.D. Mast Mounted Flashing Lights
(count of masts) _________
3.E. Total Count of
Flashing Light Pairs
2 Quad
3 Quad
4 Quad
Full (Barrier)
Resistance
Median Gates
Over Traffic Lane _____
Not Over Traffic Lane _____
Incandescent
LED
Incandescent
Back Lights Included
LED
Side Lights
Included
3.F. Installation Date of Current
Active Warning Devices: (MM/YYYY)
______/___________ Not Required
3.G. Wayside Horn 3.H. Highway Traffic Signals Controlling Crossing
Yes No
3.I. Bells
(count) Yes
No
Installed on (MM/YYYY) ______/__________
3.J. Non-Train Active Warning
Flagging/Flagman Manually Operated Signals Watchman Floodlighting None
3.K. Other Flashing Lights or Warning Devices
Count ___________ Specify type ______________________
4.A. Does nearby Hwy
Intersection have
Traffic Signals?
Yes No
4.B. Hwy Traffic Signal
Interconnection
Not Interconnected
For Traffic Signals
For Warning Signs
4.C. Hwy Traffic Signal Preemption 5. Highway Traffic Pre-Signals Yes No
6. Highway Monitoring Devices
(Check all that apply)
Yes - Photo/Video Recording
Yes – Vehicle Presence Detection
None
Simultaneous
Advance
Storage Distance * ____________
Stop Line Distance * ____________
Part IV: Physical Characteristics
1. Traffic Lanes Crossing Railroad One-way Traffic
Two-way Traffic
Number of Lanes _______ Divided Traffic
2. Is Roadway/Pathway
Paved?
Yes No
3. Does Track Run Down a Street?
Yes No
4. Is Crossing Illuminated? (Street
lights within approx. 50 feet from
nearest rail) Yes No
5. Crossing Surface (on Main Track, multiple types allowed) Installation Date * (MM/YYYY) _______/__________ Width * ______________ Length * _______________ 1 Timber 2 Asphalt 3 Asphalt and Timber 4 Concrete 5 Concrete and Rubber 6 Rubber 7 Metal 8 Unconsolidated 9 Composite 10 Other (specify) ________________________________________________________
6. Intersecting Roadway within 500 feet?
Yes No If Yes, Approximate Distance (feet) _________________
7. Smallest Crossing Angle
0° – 29° 30° – 59° 60° - 90°
8. Is Commercial Power Available? *
Yes No
Part V: Public Highway Information
1. Highway System
(01) Interstate Highway System
(02) Other Nat Hwy System (NHS)
(03) Federal AID, Not NHS
(08) Non-Federal Aid
2. Functional Classification of Road at Crossing
(0) Rural (1) Urban
(1) Interstate (5) Major Collector
(2) Other Freeways and Expressways
(3) Other Principal Arterial (6) Minor Collector
(4) Minor Arterial (7) Local
3. Is Crossing on State Highway
System?
Yes No
4. Highway Speed Limit
___________ MPH
Posted Statutory
5. Linear Referencing System (LRS Route ID) *
6. LRS Milepost *
7. Annual Average Daily Traffic (AADT)
Year _______ AADT _____________
8. Estimated Percent Trucks
___________________ %
9. Regularly Used by School Buses?
Yes No Average Number per Day ___________
10. Emergency Services Route
Yes No
Submission Information - This information is used for administrative purposes and is not available on the public website.
Submitted by __________________________________ Organization _______________________________________ Phone _______________ Date _____________ Public reporting burden for this information collection is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed and completing and reviewing the collection of information. According to the Paperwork Reduction Act of 1995, a federal agency may not conduct or sponsor, and a person is not required to, nor shall a person be subject to a penalty for failure to comply with, a collection of information unless it displays a currently valid OMB control number. The valid OMB control number for information collection is 2130-0017. Send comments regarding this burden estimate or any other aspect of this collection, including for reducing this burden to: Information Collection Officer, Federal Railroad Administration, 1200 New Jersey Ave. SE, MS-25 Washington, DC 20590.
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U. S. DOT CROSSING INVENTORY FORM
DEPARTMENT OF TRANSPORTATION
FEDERAL RAILROAD ADMINISTRATION OMB No. 2130-0017
Instructions for the initial reporting of the following types of new or previously unreported crossings: For public highway-rail grade crossings, complete the entire inventory Form. For private highway-rail grade crossings, complete the Header, Parts I and II, and the Submission Information section. For public pathway grade crossings (including pedestrian station grade crossings), complete the Header, Parts I and II, and the Submission Information section. For Private pathway grade crossings, complete the Header, Parts I and II, and the Submission Information section. For grade-separated highway-rail or pathway crossings (including pedestrian station crossings), complete the Header, Part I, and the Submission Information section. For changes to existing data, complete the Header, Part I Items 1-3, and the Submission Information section, in addition to the updated data fields. Note: For private crossings only, Part I Item 20 and Part III Item 2.K. are required unless otherwise noted. An asterisk * denotes an optional field.
A. Revision Date
(MM/DD/YYYY)
_____/_____/_________
B. Reporting Agency C. Reason for Update (Select only one) D. DOT Crossing Railroad Transit Change in Inventory Number
Data
New
Crossing
Closed No Train
Traffic
Quiet
Zone Update
State Other Re-Open Date
Change Only
Change in Primary
Operating RR
Admin.
Correction
Part I: Location and Classification Information
1. Primary Operating Railroad
_____________________________________________________
2. State
________________________________
3. County
____________________________________
4. City / Municipality
In
Near __________________________
5. Street/Road Name & Block Number
________________________________| __________________
(Street/Road Name) |* (Block Number)
6. Highway Type & No.
_______________________________________
7. Do Other Railroads Operate a Separate Track at Crossing? Yes No If Yes, Specify RR
____________, ____________, ____________, _____________
8. Do Other Railroads Operate Over Your Track at Crossing? Yes No If Yes, Specify RR
____________, ____________, ____________, _____________
9. Railroad Division or Region
None _______________________
10. Railroad Subdivision or District
None _______________________
11. Branch or Line Name
None _______________________
12. RR Milepost
_______|____________|____________
(prefix) | (nnnn.nnn) | (suffix)
13. Line Segment
*
_________________________
14. Nearest RR Timetable
Station *
__________________________
15. Parent RR (if applicable)
N/A _____________________________
16. Crossing Owner (if applicable)
N/A _________________________________
17. Crossing Type
Public
Private
18. Crossing Purpose
Highway
Pathway, Ped.
Station, Ped.
19. Crossing Position
At Grade
RR Under
RR Over
20. Public Access
(if Private Crossing)
Yes
No
21. Type of Train
Freight
Intercity Passenger
Commuter
Transit
Shared Use Transit
Tourist/Other
22. Average Passenger
Train Count Per Day
Less Than One Per Day
Number Per Day_____
23. Type of Land Use
Open Space Farm Residential Commercial Industrial Institutional Recreational RR Yard
24. Is there an Adjacent Crossing with a Separate Number? Yes No If Yes, Provide Crossing Number __________________
25. Quiet Zone (FRA provided)
No 24 Hr Partial Chicago Excused Date Established _________________
26. HSR Corridor ID
__________________ N/A
27. Latitude in decimal degrees
(WGS84 std: nn.nnnnnnn)
28. Longitude in decimal degrees
(WGS84 std: -nnn.nnnnnnn)
29. Lat/Long Source
Actual Estimated
30.A. Railroad Use * 31.A. State Use *
30.B. Railroad Use * 31.B. State Use *
30.C. Railroad Use * 31.C. State Use *
30.D. Railroad Use * 31.D. State Use *
32.A. Narrative (Railroad Use) * 32.B. Narrative (State Use) *
33. Emergency Notification Telephone No. (posted)
_________________________________
34. Railroad Contact (Telephone No.)
______________________________________
35. State Contact (Telephone No.)
_________________________________
Part II: Railroad Information
1. Estimated Number of Daily Train Movements
1.A. Total Day Thru Trains
(6 AM to 6 PM)
__________
1.B. Total Night Thru Trains
(6 PM to 6 AM)
__________
1.C. Total Switching Trains
__________
1.D. Total Transit Trains
__________
1.E. Check if Less Than
One Movement Per Day
How many trains per week? ______
2. Year of Train Count Data (YYYY)
__________
3. Speed of Train at Crossing
3.A. Maximum Timetable Speed (mph) __________
3.B. Typical Speed Range Over Crossing (mph) From __________ to __________
4. Type and Count of Tracks
Main __________ Siding __________ Yard __________ Transit __________ Industry __________
5. Train Detection (Main Track only)
Constant Warning Time Motion Detection AFO PTC DC Other None
6. Is Track Signaled?
Yes No
7.A. Event Recorder
Yes No
7.B. Remote Health Monitoring
Yes No
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 1 OF 2 ✘
05 02 2019 ✘
757320T
Union Pacific Railroad Company [UP] CALIFORNIA FRESNO FRESNO ✘ West Clinton Avenue NA ✘ ✘ NORTHERN CALIFORNIA Fresno Sub 0201.910 ✘
✘ UP ✘
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0 ✘
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36.7720002 -119.8372268
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800-848-8715 402-544-3721 415-703-3722 0 0 0 0 1
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40 2016 20 40 2 0 1 0 0
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✘ ✘ ✘
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 2 OF 2 U. S. DOT CROSSING INVENTORY FORM
A. Revision Date (MM/DD/YYYY) PAGE 2 D. Crossing Inventory Number (7 char.) Part III: Highway or Pathway Traffic Control Device Information
1. Are there
Signs or Signals?
Yes No
2. Types of Passive Traffic Control Devices associated with the Crossing
2.A. Crossbuck
Assemblies (count)
2.B. STOP Signs (R1-1)
(count)
2.C. YIELD Signs (R1-2)
(count)
2.D. Advance Warning Signs (Check all that apply; include count) None W10-1 ________ W10-3 ________ W10-11 __________
W10-2 ________ W10-4 ________ W10-12 __________
2.E. Low Ground Clearance Sign
(W10-5)
Yes (count_______)
No
2.F. Pavement Markings 2.G. Channelization
Devices/Medians
2.H. EXEMPT Sign
(R15-3)
Yes
No
2.I. ENS Sign (I-13)
Displayed
Yes
No
Stop Lines
RR Xing Symbols
Dynamic Envelope
None
All Approaches
One Approach
Median
None
2.J. Other MUTCD Signs Yes No 2.K. Private Crossing Signs (if private)
Yes No
2.L. LED Enhanced Signs (List types)
Specify Type _______________
Specify Type _______________
Specify Type _______________
Count __________
Count __________
Count __________
3. Types of Train Activated Warning Devices at the Grade Crossing (specify count of each device for all that apply)
3.A. Gate Arms
(count)
Roadway _____
Pedestrian _____
3.B. Gate Configuration 3.C. Cantilevered (or Bridged) Flashing Light Structures (count)
3.D. Mast Mounted Flashing Lights
(count of masts) _________
3.E. Total Count of
Flashing Light Pairs
2 Quad
3 Quad
4 Quad
Full (Barrier)
Resistance
Median Gates
Over Traffic Lane _____
Not Over Traffic Lane _____
Incandescent
LED
Incandescent
Back Lights Included
LED
Side Lights
Included
3.F. Installation Date of Current
Active Warning Devices: (MM/YYYY)
______/___________ Not Required
3.G. Wayside Horn 3.H. Highway Traffic Signals Controlling Crossing
Yes No
3.I. Bells
(count) Yes
No
Installed on (MM/YYYY) ______/__________
3.J. Non-Train Active Warning
Flagging/Flagman Manually Operated Signals Watchman Floodlighting None
3.K. Other Flashing Lights or Warning Devices
Count ___________ Specify type ______________________
4.A. Does nearby Hwy
Intersection have
Traffic Signals?
Yes No
4.B. Hwy Traffic Signal
Interconnection
Not Interconnected
For Traffic Signals
For Warning Signs
4.C. Hwy Traffic Signal Preemption 5. Highway Traffic Pre-Signals Yes No
6. Highway Monitoring Devices
(Check all that apply)
Yes - Photo/Video Recording
Yes – Vehicle Presence Detection
None
Simultaneous
Advance
Storage Distance * ____________
Stop Line Distance * ____________
Part IV: Physical Characteristics
1. Traffic Lanes Crossing Railroad One-way Traffic
Two-way Traffic
Number of Lanes _______ Divided Traffic
2. Is Roadway/Pathway
Paved?
Yes No
3. Does Track Run Down a Street?
Yes No
4. Is Crossing Illuminated? (Street
lights within approx. 50 feet from
nearest rail) Yes No
5. Crossing Surface (on Main Track, multiple types allowed) Installation Date * (MM/YYYY) _______/__________ Width * ______________ Length * _______________ 1 Timber 2 Asphalt 3 Asphalt and Timber 4 Concrete 5 Concrete and Rubber 6 Rubber 7 Metal 8 Unconsolidated 9 Composite 10 Other (specify) ________________________________________________________
6. Intersecting Roadway within 500 feet?
Yes No If Yes, Approximate Distance (feet) _________________
7. Smallest Crossing Angle
0° – 29° 30° – 59° 60° - 90°
8. Is Commercial Power Available? *
Yes No
Part V: Public Highway Information
1. Highway System
(01) Interstate Highway System
(02) Other Nat Hwy System (NHS)
(03) Federal AID, Not NHS
(08) Non-Federal Aid
2. Functional Classification of Road at Crossing
(0) Rural (1) Urban
(1) Interstate (5) Major Collector
(2) Other Freeways and Expressways
(3) Other Principal Arterial (6) Minor Collector
(4) Minor Arterial (7) Local
3. Is Crossing on State Highway
System?
Yes No
4. Highway Speed Limit
___________ MPH
Posted Statutory
5. Linear Referencing System (LRS Route ID) *
6. LRS Milepost *
7. Annual Average Daily Traffic (AADT)
Year _______ AADT _____________
8. Estimated Percent Trucks
___________________ %
9. Regularly Used by School Buses?
Yes No Average Number per Day ___________
10. Emergency Services Route
Yes No
Submission Information - This information is used for administrative purposes and is not available on the public website.
Submitted by __________________________________ Organization _______________________________________ Phone _______________ Date _____________ Public reporting burden for this information collection is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed and completing and reviewing the collection of information. According to the Paperwork Reduction Act of 1995, a federal agency may not conduct or sponsor, and a person is not required to, nor shall a person be subject to a penalty for failure to comply with, a collection of information unless it displays a currently valid OMB control number. The valid OMB control number for information collection is 2130-0017. Send comments regarding this burden estimate or any other aspect of this collection, including for reducing this burden to: Information Collection Officer, Federal Railroad Administration, 1200 New Jersey Ave. SE, MS-25 Washington, DC 20590.
05/02/2019 757320T ✘
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U. S. DOT CROSSING INVENTORY FORM
DEPARTMENT OF TRANSPORTATION
FEDERAL RAILROAD ADMINISTRATION OMB No. 2130-0017
Instructions for the initial reporting of the following types of new or previously unreported crossings: For public highway-rail grade crossings, complete the entire inventory Form. For private highway-rail grade crossings, complete the Header, Parts I and II, and the Submission Information section. For public pathway grade crossings (including pedestrian station grade crossings), complete the Header, Parts I and II, and the Submission Information section. For Private pathway grade crossings, complete the Header, Parts I and II, and the Submission Information section. For grade-separated highway-rail or pathway crossings (including pedestrian station crossings), complete the Header, Part I, and the Submission Information section. For changes to existing data, complete the Header, Part I Items 1-3, and the Submission Information section, in addition to the updated data fields. Note: For private crossings only, Part I Item 20 and Part III Item 2.K. are required unless otherwise noted. An asterisk * denotes an optional field.
A. Revision Date
(MM/DD/YYYY)
_____/_____/_________
B. Reporting Agency C. Reason for Update (Select only one) D. DOT Crossing Railroad Transit Change in Inventory Number
Data
New
Crossing
Closed No Train
Traffic
Quiet
Zone Update
State Other Re-Open Date
Change Only
Change in Primary
Operating RR
Admin.
Correction
Part I: Location and Classification Information
1. Primary Operating Railroad
_____________________________________________________
2. State
________________________________
3. County
____________________________________
4. City / Municipality
In
Near __________________________
5. Street/Road Name & Block Number
________________________________| __________________
(Street/Road Name) |* (Block Number)
6. Highway Type & No.
_______________________________________
7. Do Other Railroads Operate a Separate Track at Crossing? Yes No If Yes, Specify RR
____________, ____________, ____________, _____________
8. Do Other Railroads Operate Over Your Track at Crossing? Yes No If Yes, Specify RR
____________, ____________, ____________, _____________
9. Railroad Division or Region
None _______________________
10. Railroad Subdivision or District
None _______________________
11. Branch or Line Name
None _______________________
12. RR Milepost
_______|____________|____________
(prefix) | (nnnn.nnn) | (suffix)
13. Line Segment
*
_________________________
14. Nearest RR Timetable
Station *
__________________________
15. Parent RR (if applicable)
N/A _____________________________
16. Crossing Owner (if applicable)
N/A _________________________________
17. Crossing Type
Public
Private
18. Crossing Purpose
Highway
Pathway, Ped.
Station, Ped.
19. Crossing Position
At Grade
RR Under
RR Over
20. Public Access
(if Private Crossing)
Yes
No
21. Type of Train
Freight
Intercity Passenger
Commuter
Transit
Shared Use Transit
Tourist/Other
22. Average Passenger
Train Count Per Day
Less Than One Per Day
Number Per Day_____
23. Type of Land Use
Open Space Farm Residential Commercial Industrial Institutional Recreational RR Yard
24. Is there an Adjacent Crossing with a Separate Number? Yes No If Yes, Provide Crossing Number __________________
25. Quiet Zone (FRA provided)
No 24 Hr Partial Chicago Excused Date Established _________________
26. HSR Corridor ID
__________________ N/A
27. Latitude in decimal degrees
(WGS84 std: nn.nnnnnnn)
28. Longitude in decimal degrees
(WGS84 std: -nnn.nnnnnnn)
29. Lat/Long Source
Actual Estimated
30.A. Railroad Use * 31.A. State Use *
30.B. Railroad Use * 31.B. State Use *
30.C. Railroad Use * 31.C. State Use *
30.D. Railroad Use * 31.D. State Use *
32.A. Narrative (Railroad Use) * 32.B. Narrative (State Use) *
33. Emergency Notification Telephone No. (posted)
_________________________________
34. Railroad Contact (Telephone No.)
______________________________________
35. State Contact (Telephone No.)
_________________________________
Part II: Railroad Information
1. Estimated Number of Daily Train Movements
1.A. Total Day Thru Trains
(6 AM to 6 PM)
__________
1.B. Total Night Thru Trains
(6 PM to 6 AM)
__________
1.C. Total Switching Trains
__________
1.D. Total Transit Trains
__________
1.E. Check if Less Than
One Movement Per Day
How many trains per week? ______
2. Year of Train Count Data (YYYY)
__________
3. Speed of Train at Crossing
3.A. Maximum Timetable Speed (mph) __________
3.B. Typical Speed Range Over Crossing (mph) From __________ to __________
4. Type and Count of Tracks
Main __________ Siding __________ Yard __________ Transit __________ Industry __________
5. Train Detection (Main Track only)
Constant Warning Time Motion Detection AFO PTC DC Other None
6. Is Track Signaled?
Yes No
7.A. Event Recorder
Yes No
7.B. Remote Health Monitoring
Yes No
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 1 OF 2 ✘
05 02 2019 ✘
753317W
Union Pacific Railroad Company [UP] CALIFORNIA FRESNO FRESNO ✘ ASHLAN AVENUE NA ✘ ✘ NORTHERN CALIFORNIA Fresno Sub 0199.950 ✘
✘ UP ✘
✘
✘
✘
0 ✘
✘ ✘
✘
36.7934600 -119.8608629
✘
800-848-8715 402-544-3721 415-703-3722 0 0 0 0 1
✘
40 2016 20 40 2 0 2 0 0
✘
✘ ✘ ✘
FORM FRA F 6180.71 (Rev. 08/03/2016) OMB approval expires 11/30/2022 Page 2 OF 2 U. S. DOT CROSSING INVENTORY FORM
A. Revision Date (MM/DD/YYYY) PAGE 2 D. Crossing Inventory Number (7 char.) Part III: Highway or Pathway Traffic Control Device Information
1. Are there
Signs or Signals?
Yes No
2. Types of Passive Traffic Control Devices associated with the Crossing
2.A. Crossbuck
Assemblies (count)
2.B. STOP Signs (R1-1)
(count)
2.C. YIELD Signs (R1-2)
(count)
2.D. Advance Warning Signs (Check all that apply; include count) None W10-1 ________ W10-3 ________ W10-11 __________
W10-2 ________ W10-4 ________ W10-12 __________
2.E. Low Ground Clearance Sign
(W10-5)
Yes (count_______)
No
2.F. Pavement Markings 2.G. Channelization
Devices/Medians
2.H. EXEMPT Sign
(R15-3)
Yes
No
2.I. ENS Sign (I-13)
Displayed
Yes
No
Stop Lines
RR Xing Symbols
Dynamic Envelope
None
All Approaches
One Approach
Median
None
2.J. Other MUTCD Signs Yes No 2.K. Private Crossing Signs (if private)
Yes No
2.L. LED Enhanced Signs (List types)
Specify Type _______________
Specify Type _______________
Specify Type _______________
Count __________
Count __________
Count __________
3. Types of Train Activated Warning Devices at the Grade Crossing (specify count of each device for all that apply)
3.A. Gate Arms
(count)
Roadway _____
Pedestrian _____
3.B. Gate Configuration 3.C. Cantilevered (or Bridged) Flashing Light Structures (count)
3.D. Mast Mounted Flashing Lights
(count of masts) _________
3.E. Total Count of
Flashing Light Pairs
2 Quad
3 Quad
4 Quad
Full (Barrier)
Resistance
Median Gates
Over Traffic Lane _____
Not Over Traffic Lane _____
Incandescent
LED
Incandescent
Back Lights Included
LED
Side Lights
Included
3.F. Installation Date of Current
Active Warning Devices: (MM/YYYY)
______/___________ Not Required
3.G. Wayside Horn 3.H. Highway Traffic Signals Controlling Crossing
Yes No
3.I. Bells
(count) Yes
No
Installed on (MM/YYYY) ______/__________
3.J. Non-Train Active Warning
Flagging/Flagman Manually Operated Signals Watchman Floodlighting None
3.K. Other Flashing Lights or Warning Devices
Count ___________ Specify type ______________________
4.A. Does nearby Hwy
Intersection have
Traffic Signals?
Yes No
4.B. Hwy Traffic Signal
Interconnection
Not Interconnected
For Traffic Signals
For Warning Signs
4.C. Hwy Traffic Signal Preemption 5. Highway Traffic Pre-Signals Yes No
6. Highway Monitoring Devices
(Check all that apply)
Yes - Photo/Video Recording
Yes – Vehicle Presence Detection
None
Simultaneous
Advance
Storage Distance * ____________
Stop Line Distance * ____________
Part IV: Physical Characteristics
1. Traffic Lanes Crossing Railroad One-way Traffic
Two-way Traffic
Number of Lanes _______ Divided Traffic
2. Is Roadway/Pathway
Paved?
Yes No
3. Does Track Run Down a Street?
Yes No
4. Is Crossing Illuminated? (Street
lights within approx. 50 feet from
nearest rail) Yes No
5. Crossing Surface (on Main Track, multiple types allowed) Installation Date * (MM/YYYY) _______/__________ Width * ______________ Length * _______________ 1 Timber 2 Asphalt 3 Asphalt and Timber 4 Concrete 5 Concrete and Rubber 6 Rubber 7 Metal 8 Unconsolidated 9 Composite 10 Other (specify) ________________________________________________________
6. Intersecting Roadway within 500 feet?
Yes No If Yes, Approximate Distance (feet) _________________
7. Smallest Crossing Angle
0° – 29° 30° – 59° 60° - 90°
8. Is Commercial Power Available? *
Yes No
Part V: Public Highway Information
1. Highway System
(01) Interstate Highway System
(02) Other Nat Hwy System (NHS)
(03) Federal AID, Not NHS
(08) Non-Federal Aid
2. Functional Classification of Road at Crossing
(0) Rural (1) Urban
(1) Interstate (5) Major Collector
(2) Other Freeways and Expressways
(3) Other Principal Arterial (6) Minor Collector
(4) Minor Arterial (7) Local
3. Is Crossing on State Highway
System?
Yes No
4. Highway Speed Limit
___________ MPH
Posted Statutory
5. Linear Referencing System (LRS Route ID) *
6. LRS Milepost *
7. Annual Average Daily Traffic (AADT)
Year _______ AADT _____________
8. Estimated Percent Trucks
___________________ %
9. Regularly Used by School Buses?
Yes No Average Number per Day ___________
10. Emergency Services Route
Yes No
Submission Information - This information is used for administrative purposes and is not available on the public website.
Submitted by __________________________________ Organization _______________________________________ Phone _______________ Date _____________ Public reporting burden for this information collection is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed and completing and reviewing the collection of information. According to the Paperwork Reduction Act of 1995, a federal agency may not conduct or sponsor, and a person is not required to, nor shall a person be subject to a penalty for failure to comply with, a collection of information unless it displays a currently valid OMB control number. The valid OMB control number for information collection is 2130-0017. Send comments regarding this burden estimate or any other aspect of this collection, including for reducing this burden to: Information Collection Officer, Federal Railroad Administration, 1200 New Jersey Ave. SE, MS-25 Washington, DC 20590.
05/02/2019 753317W ✘
0 0
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0 0
0 0
0 ✘ ✘
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1970 1 ✘ 0
Appendix B:
Noise Measurement Data and Field Sheets
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Observations:
Site Address/Location: Fresno, CA
Date:
Field Tech/Engineer: Mike Dickerson, INCE
General Location:
Sound Meter: XL2 SN: 08562-E0
Settings: A-weighted, fast, 1-sec, 10-minute duration
Meteorological Con.: Sunny, clear
Site ID: ST-1 thru ST-12
Location Start Stop Leq Lmax Lmin L2 L8 L25 L50 L90
1 9:28 AM 9:38 AM 67.6 78.3 54.5 74.7 71.3 68.0 65.6 59.8 2 9:48 AM 9:58 AM 69.5 84.1 40.9 78.3 75.8 69.4 60.4 45.7 3 10:15 AM 10:25 AM 61.5 82.5 41.3 68.1 62.2 58.8 54.2 46.0 4 10:32 AM 10:42 AM 54.4 69.5 37.8 63.1 58.4 53.7 50.0 43.7 5 12:13 PM 12:23 PM 64.6 86.5 45.4 71.6 67.7 64.3 60.8 51.7 6 2:19 PM 2:29 PM 74.8 99.8 50.2 79.2 72.6 67.5 64.3 58.5 7 12:38 PM 12:48 PM 72.8 93.4 37.5 81.4 74.7 65.0 56.2 43.2 8 12:54 PM 1:04 PM 66.1 86.3 51.5 75.5 70.1 62.6 58.9 54.4 9 1:09 PM 1:19 PM 64.4 79.9 48.1 73.5 68.9 63.4 59.5 52.4 10 1:26 PM 1:36 PM 59.6 79.5 31.9 70.4 61.6 52.7 43.8 34.5 11 1:42 PM 1:52 PM 65.8 85.0 44.7 73.4 68.7 64.7 60.4 51.8 12 2:00 PM 2:10 PM 68.8 85.2 55.2 75.9 72.7 69.6 65.6 58.7 6/3/2019
Table 1: Morning - Baseline Noise Measurement Summary
Sunny, Ambient noise consisted of traffic along roads as lited for each measurement.
10-Minute Continuous Noise Measurement Datasheet
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR
Site Address/Location: Fresno, CA
Site ID: ST-1 thru ST-12
10-Minute Continuous Noise Measurement Datasheet - Cont.
Figure 1: Monitoring Locations 1-12
1 2
3 4 5
6 7 8 9
10 11 12
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Herdon Ave. & Parkway Dr. C/L of Herdon Ave. is 30ft from meter Site ID: ST-1 Ground Type: Soft site, w/ street surface hard C/L of Parkway Dr. is 50ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-1 85 Degrees
Sunny, clear, 1-3 mph wind
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 90.0
9:28:20 AM9:28:35 AM9:28:50 AM9:29:05 AM9:29:20 AM9:29:35 AM9:29:50 AM9:30:05 AM9:30:20 AM9:30:35 AM9:30:50 AM9:31:05 AM9:31:20 AM9:31:35 AM9:31:50 AM9:32:05 AM9:32:20 AM9:32:35 AM9:32:50 AM9:33:05 AM9:33:20 AM9:33:35 AM9:33:50 AM9:34:05 AM9:34:20 AM9:34:35 AM9:34:50 AM9:35:05 AM9:35:20 AM9:35:35 AM9:35:50 AM9:36:05 AM9:36:20 AM9:36:35 AM9:36:50 AM9:37:05 AM9:37:20 AM9:37:35 AM9:37:50 AM9:38:05 AM dBA
Time
ST-1: Ambient Noise Level (1-sec) ST-1
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 2-2: ST-1 Photo
Figure 2-3: ST-1 Photo
Figure 2-1: ST-1 Site
1 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Bryan Ave. & Shaw Ave. C/L of Bryan Ave is 40ft from meter Site ID: ST-2 Ground Type: Soft site, w/ street surface hard C/L of Shaw Ave. is 40ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-2 85 Degrees
Sunny, clear, 1-3 mph wind
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 90.0
9:48:30 AM9:48:45 AM9:49:00 AM9:49:15 AM9:49:30 AM9:49:45 AM9:50:00 AM9:50:15 AM9:50:30 AM9:50:45 AM9:51:00 AM9:51:15 AM9:51:30 AM9:51:45 AM9:52:00 AM9:52:15 AM9:52:30 AM9:52:45 AM9:53:00 AM9:53:15 AM9:53:30 AM9:53:45 AM9:54:00 AM9:54:15 AM9:54:30 AM9:54:45 AM9:55:00 AM9:55:15 AM9:55:30 AM9:55:45 AM9:56:00 AM9:56:15 AM9:56:30 AM9:56:45 AM9:57:00 AM9:57:15 AM9:57:30 AM9:57:45 AM9:58:00 AM9:58:15 AM dBA
Time
ST-2: Ambient Noise Level (1-sec) ST-2
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 3-2: ST-2 Photo
Figure 3-3: ST-2 Photo
Figure 3-1: ST-2 Site
2 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Polk Ave. & Gettysburg Ave. C/L of Polk Ave. is 55ft from meter Site ID: ST-3 Ground Type: Hard site, w/ street surface hard C/L of Gettysburg Ave. is 55ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-3 85 Degrees
Sunny, clear, 1-3 mph wind
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 90.0
10:15:34 AM10:15:49 AM10:16:04 AM10:16:19 AM10:16:34 AM10:16:49 AM10:17:04 AM10:17:19 AM10:17:34 AM10:17:49 AM10:18:04 AM10:18:19 AM10:18:34 AM10:18:49 AM10:19:04 AM10:19:19 AM10:19:34 AM10:19:49 AM10:20:04 AM10:20:19 AM10:20:34 AM10:20:49 AM10:21:04 AM10:21:19 AM10:21:34 AM10:21:49 AM10:22:04 AM10:22:19 AM10:22:34 AM10:22:49 AM10:23:04 AM10:23:19 AM10:23:34 AM10:23:49 AM10:24:04 AM10:24:19 AM10:24:34 AM10:24:49 AM10:25:04 AM10:25:19 AM dBA
Time
ST-3: Ambient Noise Level (1-sec) ST-3
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 4-2: ST-3 Photo
Figure 4-1: ST-3 Site
Figure 4-3: ST-3 Photo
3 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Bryan Ave. & Ashlan Ave. C/L of Bryan Ave. is 45ft from meter Site ID: ST-4 Ground Type: Soft site, w/ street surface hard C/L of Ashlan Ave. 50ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-4 85 Degrees
Sunny, clear, 1-3 mph wind
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 10:32:36 AM10:32:51 AM10:33:06 AM10:33:21 AM10:33:36 AM10:33:51 AM10:34:06 AM10:34:21 AM10:34:36 AM10:34:51 AM10:35:06 AM10:35:21 AM10:35:36 AM10:35:51 AM10:36:06 AM10:36:21 AM10:36:36 AM10:36:51 AM10:37:06 AM10:37:21 AM10:37:36 AM10:37:51 AM10:38:06 AM10:38:21 AM10:38:36 AM10:38:51 AM10:39:06 AM10:39:21 AM10:39:36 AM10:39:51 AM10:40:06 AM10:40:21 AM10:40:36 AM10:40:51 AM10:41:06 AM10:41:21 AM10:41:36 AM10:41:51 AM10:42:06 AM10:42:21 AM dBA
Time
ST-4: Ambient Noise Level (1-sec) ST-4
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 5-1: ST-4 Site
Figure 5-2: ST-4 Photo
Figure 5-3: ST-4 Photo
4 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Polk Ave. & Ashlan Ave. C/L of Polk Ave. is 40ft from meter Site ID: ST-5 Ground Type: Soft site, w/ street surface hard C/L of Ashlan Ave. 40ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-5 85 Degrees
Sunny, clear, 1-3 mph wind
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 90.0
12:13:38 PM12:13:53 PM12:14:08 PM12:14:23 PM12:14:38 PM12:14:53 PM12:15:08 PM12:15:23 PM12:15:38 PM12:15:53 PM12:16:08 PM12:16:23 PM12:16:38 PM12:16:53 PM12:17:08 PM12:17:23 PM12:17:38 PM12:17:53 PM12:18:08 PM12:18:23 PM12:18:38 PM12:18:53 PM12:19:08 PM12:19:23 PM12:19:38 PM12:19:53 PM12:20:08 PM12:20:23 PM12:20:38 PM12:20:53 PM12:21:08 PM12:21:23 PM12:21:38 PM12:21:53 PM12:22:08 PM12:22:23 PM12:22:38 PM12:22:53 PM12:23:08 PM12:23:23 PM dBA
Time
ST-5: Ambient Noise Level (1-sec) ST-5
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 6-2: ST-5 Photo
Figure 6-3: ST-5 Photo
Figure 6-1: ST-5 Site
5 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Dakota Ave & Brawley Ave C/L of Dakota Ave is 30ft from meter Site ID: ST-6 Ground Type: Soft site, w/ street surface hard C/L of Brawley Ave is 35ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-6 85 Degrees
Sunny, clear, 1-3 mph wind
0.0 20.0
40.0 60.0
80.0 100.0
120.0
2:19:06 PM2:19:21 PM2:19:36 PM2:19:51 PM2:20:06 PM2:20:21 PM2:20:36 PM2:20:51 PM2:21:06 PM2:21:21 PM2:21:36 PM2:21:51 PM2:22:06 PM2:22:21 PM2:22:36 PM2:22:51 PM2:23:06 PM2:23:21 PM2:23:36 PM2:23:51 PM2:24:06 PM2:24:21 PM2:24:36 PM2:24:51 PM2:25:06 PM2:25:21 PM2:25:36 PM2:25:51 PM2:26:06 PM2:26:21 PM2:26:36 PM2:26:51 PM2:27:06 PM2:27:21 PM2:27:36 PM2:27:51 PM2:28:06 PM2:28:21 PM2:28:36 PM2:28:51 PM dBA
Time
ST-6: Ambient Noise Level (1-sec) ST-6
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 7-2: ST-6 Photo
Figure 7-3: ST-6 Photo
Figure 7-1: ST-6 Site
6 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Grantlan Ave. & Shields Ave. C/L of Grantlan Ave. is 35ft from meter Site ID: ST-7 Ground Type: Soft site, w/ street surface hard C/L of Shields Ave. is 35ft from meter 85 Degrees
Sunny, clear, 1-3 mph wind
10-Minute Continuous Noise Measurement Datasheet - ST-7
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 90.0
100.0
12:38:52 PM12:39:07 PM12:39:22 PM12:39:37 PM12:39:52 PM12:40:07 PM12:40:22 PM12:40:37 PM12:40:52 PM12:41:07 PM12:41:22 PM12:41:37 PM12:41:52 PM12:42:07 PM12:42:22 PM12:42:37 PM12:42:52 PM12:43:07 PM12:43:22 PM12:43:37 PM12:43:52 PM12:44:07 PM12:44:22 PM12:44:37 PM12:44:52 PM12:45:07 PM12:45:22 PM12:45:37 PM12:45:52 PM12:46:07 PM12:46:22 PM12:46:37 PM12:46:52 PM12:47:07 PM12:47:22 PM12:47:37 PM12:47:52 PM12:48:07 PM12:48:22 PM12:48:37 PM dBA
Time
ST-4: Ambient Noise Level (1-sec) ST-7
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 8-1: ST-7 Site
Figure 8-2: ST-7 Photo
Figure 8-3: ST-7 Photo
7 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Polk Ave. & Shields Ave. C/L of Grantlan Ave. is 35ft from meter Site ID: ST-8 Ground Type: Soft site, w/ street surface hard C/L of Shields Ave. is 35ft from meter Sunny, clear, 1-3 mph wind
10-Minute Continuous Noise Measurement Datasheet - ST-8 85 Degrees
0 10
20 30
40 50
60 70
80 90
12:54:26 PM12:54:41 PM12:54:56 PM12:55:11 PM12:55:26 PM12:55:41 PM12:55:56 PM12:56:11 PM12:56:26 PM12:56:41 PM12:56:56 PM12:57:11 PM12:57:26 PM12:57:41 PM12:57:56 PM12:58:11 PM12:58:26 PM12:58:41 PM12:58:56 PM12:59:11 PM12:59:26 PM12:59:41 PM12:59:56 PM 1:00:11 PM1:00:26 PM1:00:41 PM1:00:56 PM1:01:11 PM1:01:26 PM1:01:41 PM1:01:56 PM1:02:11 PM1:02:26 PM1:02:41 PM1:02:56 PM1:03:11 PM1:03:26 PM1:03:41 PM1:03:56 PM1:04:11 PM dBA
Time
ST-8: Ambient Noise Level (1-sec) ST-8
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 9-1: ST-8 Site
Figure 9-2: ST-8 Photo
Figure 9-3: ST-8 Photo
8 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Blythe Ave. & Shields Ave. C/L of Blythe Ave is 50ft from meter Site ID: ST-9 Ground Type: Soft site, w/ street surface hard C/L of Shields Ave. is 45ft from meter 85 Degrees
Sunny, clear, 1-3 mph wind
10-Minute Continuous Noise Measurement Datasheet - ST-9
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 90.0
1:09:14 PM1:09:29 PM1:09:44 PM1:09:59 PM1:10:14 PM1:10:29 PM1:10:44 PM1:10:59 PM1:11:14 PM1:11:29 PM1:11:44 PM1:11:59 PM1:12:14 PM1:12:29 PM1:12:44 PM1:12:59 PM1:13:14 PM1:13:29 PM1:13:44 PM1:13:59 PM1:14:14 PM1:14:29 PM1:14:44 PM1:14:59 PM1:15:14 PM1:15:29 PM1:15:44 PM1:15:59 PM1:16:14 PM1:16:29 PM1:16:44 PM1:16:59 PM1:17:14 PM1:17:29 PM1:17:44 PM1:17:59 PM1:18:14 PM1:18:29 PM1:18:44 PM1:18:59 PM dBA
Time
ST-9: Ambient Noise Level (1-sec) ST-9
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 10-1: ST-9 Site
Figure 10-2: ST-9 Site
Figure 10-3: ST-9 Site
9 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Clinton Ave. & Bryan Ave. C/L of Clinton Ave. is 15ft from meter Site ID: ST-10 Ground Type: Hard site, w/ street surface hard C/L of Bryan Ave. is 25ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-10 85 Degrees
Sunny, clear, 1-3 mph wind
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 90.0
1:26:24 PM1:26:39 PM1:26:54 PM1:27:09 PM1:27:24 PM1:27:39 PM1:27:54 PM1:28:09 PM1:28:24 PM1:28:39 PM1:28:54 PM1:29:09 PM1:29:24 PM1:29:39 PM1:29:54 PM1:30:09 PM1:30:24 PM1:30:39 PM1:30:54 PM1:31:09 PM1:31:24 PM1:31:39 PM1:31:54 PM1:32:09 PM1:32:24 PM1:32:39 PM1:32:54 PM1:33:09 PM1:33:24 PM1:33:39 PM1:33:54 PM1:34:09 PM1:34:24 PM1:34:39 PM1:34:54 PM1:35:09 PM1:35:24 PM1:35:39 PM1:35:54 PM1:36:09 PM dBA
Time
ST-10: Ambient Noise Level (1-sec) ST-10
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 11-3: ST-10 Site
Figure 11-1: ST-10 Site
Figure 11-2: ST-10 Site
10 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Cornelia Ave. & Clinton Ave. C/L of Cornelia Ave. is 35ft from meter Site ID: ST-11 Ground Type: Soft site, w/ street surface hard C/L of Clinton Ave. is 40ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-11 85 Degrees
Sunny, clear, 1-3 mph wind
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 90.0
1:42:48 PM1:43:03 PM1:43:18 PM1:43:33 PM1:43:48 PM1:44:03 PM1:44:18 PM1:44:33 PM1:44:48 PM1:45:03 PM1:45:18 PM1:45:33 PM1:45:48 PM1:46:03 PM1:46:18 PM1:46:33 PM1:46:48 PM1:47:03 PM1:47:18 PM1:47:33 PM1:47:48 PM1:48:03 PM1:48:18 PM1:48:33 PM1:48:48 PM1:49:03 PM1:49:18 PM1:49:33 PM1:49:48 PM1:50:03 PM1:50:18 PM1:50:33 PM1:50:48 PM1:51:03 PM1:51:18 PM1:51:33 PM1:51:48 PM1:52:03 PM1:52:18 PM1:52:33 PM dBA
Time
ST-11: Ambient Noise Level (1-sec) ST-11
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 12-2: ST-11 Photo
Figure 12-3: ST-11 Photo
Figure 12-1: ST-11 Site
11 10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Site Topo: Noise Source(s) w/ Distance:
Site Address/Location: Clinton Ave. & Marks Ave. C/L of Clinton Ave. is 45ft from meter Site ID: ST-12 Ground Type: Soft site, w/ street surface hard C/L of Marks Ave. 65ft from meter 10-Minute Continuous Noise Measurement Datasheet - ST-12 85 Degrees
Sunny, clear, 1-3 mph wind
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 90.0
2:00:44 PM2:00:59 PM2:01:14 PM2:01:29 PM2:01:44 PM2:01:59 PM2:02:14 PM2:02:29 PM2:02:44 PM2:02:59 PM2:03:14 PM2:03:29 PM2:03:44 PM2:03:59 PM2:04:14 PM2:04:29 PM2:04:44 PM2:04:59 PM2:05:14 PM2:05:29 PM2:05:44 PM2:05:59 PM2:06:14 PM2:06:29 PM2:06:44 PM2:06:59 PM2:07:14 PM2:07:29 PM2:07:44 PM2:07:59 PM2:08:14 PM2:08:29 PM2:08:44 PM2:08:59 PM2:09:14 PM2:09:29 PM2:09:44 PM2:09:59 PM2:10:14 PM2:10:29 PM dBA
Time
ST-12: Ambient Noise Level (1-sec) ST-12
dBA, Leq
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Figure 13-1: ST-12 Site
Figure 13-2: ST-12 Photo
Figure 13-3: ST-12 Photo 12
10Min_Field Sheet Compare
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR
Site Address/Location: Barstow Ave. & Grantland Ave., Fresno, CA Date: 6/3/2019 to 6/4/2019
Field Tech/Engineer: Mike Dickerson, INCE
General Location:
Sound Meter: LD 831 SN: 3713 Site Topo:
Settings: A-weighted, slow, 1-min, 1-hour interval, 24-hour duration Ground Type:
Meteorological Con.: Sunny
Site ID: LT-1
24-Hour Continuous Noise Measurement Datasheet
C/L of Barstow Ave. is 35ft from meter
C/L of Grantland Ave. is 230ft from meter
Sunny, Ambient noise consisted of traffic along Barstow Ave. and Grantland Ave.
Noise Source(s) w/ Distance:
Flat
Soft site, w/ street surface hard
Figure 1: LT-1 Monitoring Location
Site Observations:
Figure 2: LT-1 Photo
1 LTNM1 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Barstow Ave. & Grantland Ave., Fresno, CA Site ID: LT-1
Date Start Stop Leq Lmax Lmin L2 L8 L25 L50 L90
6/3/2019 8:00 AM 9:00 AM 61.9 83.5 42.9 70.4 65.5 58.4 55.3 52.1 6/3/2019 9:00 AM 10:00 AM 56.9 75.6 36.7 63.5 61.2 57.9 55.3 48.1 6/3/2019 10:00 AM 11:00 AM 59.5 85.7 36.3 66.0 60.7 58.4 53.3 47.6 6/3/2019 11:00 AM 12:00 PM 56.9 79.4 35.2 63.0 60.5 57.2 54.0 47.3 6/3/2019 12:00 PM 1:00 PM 58.1 81.9 35.6 66.2 62.6 57.3 55.3 48.7 6/3/2019 1:00 PM 2:00 PM 59.5 86.2 36.1 66.1 62.0 57.7 55.0 47.8 6/3/2019 2:00 PM 3:00 PM 58.0 82.4 34.7 64.3 61.6 58.1 55.7 50.8 6/3/2019 3:00 PM 4:00 PM 56.8 70.5 39.6 60.7 59.7 57.7 56.1 51.9 6/3/2019 4:00 PM 5:00 PM 59.5 88.2 39.5 63.9 60.8 58.2 56.2 51.6 6/3/2019 5:00 PM 6:00 PM 58.4 71.0 41.0 61.7 60.9 59.7 58.3 53.9 6/3/2019 6:00 PM 7:00 PM 58.0 75.9 42.6 62.3 60.2 59.1 57.1 53.8 6/3/2019 7:00 PM 8:00 PM 56.9 76.1 39.0 62.4 59.8 57.1 55.6 51.2 6/3/2019 8:00 PM 9:00 PM 55.3 70.4 39.3 59.7 59.0 57.0 54.0 50.1 6/3/2019 9:00 PM 10:00 PM 56.1 77.5 42.8 63.3 58.2 56.2 53.8 50.6 6/3/2019 10:00 PM 11:00 PM 53.5 69.1 40.0 58.9 57.7 54.6 50.8 47.9 6/3/2019 11:00 PM 12:00 AM 51.3 72.9 40.1 58.7 53.9 51.3 49.5 46.0 6/4/2019 12:00 AM 1:00 AM 48.0 66.7 37.0 55.2 51.8 48.1 45.3 42.0 6/4/2019 1:00 AM 2:00 AM 48.3 68.9 36.5 54.3 51.5 48.2 46.5 43.4 6/4/2019 2:00 AM 3:00 AM 47.7 66.0 37.0 55.1 52.4 47.2 44.3 41.7 6/4/2019 3:00 AM 4:00 AM 49.6 70.0 36.4 56.7 53.9 49.0 45.7 42.4 6/4/2019 4:00 AM 5:00 AM 52.5 72.7 38.5 61.0 57.0 51.7 48.4 43.9 6/4/2019 5:00 AM 6:00 AM 53.8 73.5 45.8 57.5 57.2 54.7 52.3 49.6 6/4/2019 6:00 AM 7:00 AM 58.0 75.6 45.9 64.1 61.7 58.9 55.9 52.8 6/4/2019 7:00 AM 8:00 AM 58.9 76.4 42.7 62.7 61.6 60.1 58.0 52.5 CNEL: 60.5
24-Hour Continuous Noise Measurement Datasheet - Cont.
LTNM1 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Barstow Ave. & Grantland Ave., Fresno, CA Site ID: LT-1
24-Hour Continuous Noise Measurement Datasheet - Cont.
61.9 56.9
59.5 56.9 58.1
59.5 58.0 56.8
59.5 58.4 58.0 56.9
55.3 56.1
53.5 51.3
48.0 48.3 47.7
49.6 52.5 53.8
58.0 58.9
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM Leq(h), dBA Time
24Hr - 1Hr Leq & L90 LAeq
L(90)
LTNM1 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Barstow Ave. & Grantland Ave., Fresno, CA Site ID: LT-1
24-Hour Continuous Noise Measurement Datasheet - Cont.
0 10
20 30
40 50
60 70
80 90
100 dBA (Leq, 1-min)
Time
24 Hr - 1Min Leq & L90
Leq Lmax Lmin
LTNM1 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR
Site Address/Location: Shields Ave. & Valentine Ave., Fresno, CA Date: 6/3/2019 to 6/4/2019
Field Tech/Engineer: Mike Dickerson, INCE
General Location:
Sound Meter: LD 831 SN: 3168 Site Topo:
Settings: A-weighted, slow, 1-min, 1-hour interval, 24-hour duration Ground Type:
Meteorological Con.: Sunny
Site ID: LT-2
24-Hour Continuous Noise Measurement Datasheet
C/L of Valentine Ave. is 35ft from meter
C/L of State Route 99 is 300ft from meter
Sunny, Ambient noise consisted of traffic along Valentine Ave and State Route 99.
Noise Source(s) w/ Distance:
Flat
Soft site, w/ street surface hard
Figure 1: LT-1 Monitoring Location
Site Observations:
Figure 2: LT-1 Photo 1
LTNM2 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Shields Ave. & Valentine Ave., Fresno, CA Site ID: LT-2
Date Start Stop Leq Lmax Lmin L2 L8 L25 L50 L90
6/3/2019 9:00 AM 10:00 AM 64.9 75.4 57.1 68.0 67.3 65.8 64.5 62.3 6/3/2019 10:00 AM 11:00 AM 63.9 79.7 56.5 66.8 65.7 64.6 63.5 61.8 6/3/2019 11:00 AM 12:00 PM 62.3 72.8 54.1 64.9 64.1 62.9 61.7 60.1 6/3/2019 12:00 PM 1:00 PM 62.0 74.2 54.2 64.5 63.5 62.9 61.5 60.2 6/3/2019 1:00 PM 2:00 PM 61.3 71.3 52.9 63.1 62.8 62.1 61.2 59.5 6/3/2019 2:00 PM 3:00 PM 62.1 73.5 53.5 64.1 63.6 62.6 61.7 60.1 6/3/2019 3:00 PM 4:00 PM 65.2 93.9 56.5 70.0 64.8 63.4 62.6 61.3 6/3/2019 4:00 PM 5:00 PM 61.9 73.2 53.5 63.8 63.3 62.6 61.6 60.2 6/3/2019 5:00 PM 6:00 PM 63.8 83.8 56.2 68.5 66.1 64.0 62.6 61.3 6/3/2019 6:00 PM 7:00 PM 62.7 82.8 54.4 65.3 63.6 62.9 62.1 60.8 6/3/2019 7:00 PM 8:00 PM 63.1 84.2 55.0 67.9 64.7 63.2 62.4 60.9 6/3/2019 8:00 PM 9:00 PM 62.1 73.8 51.0 64.3 63.9 62.8 62.0 60.3 6/3/2019 9:00 PM 10:00 PM 60.8 72.8 53.4 62.6 62.3 61.4 60.7 59.2 6/3/2019 10:00 PM 11:00 PM 60.9 71.0 52.2 63.6 63.0 61.6 60.7 58.9 6/3/2019 11:00 PM 12:00 AM 59.8 70.6 49.4 62.4 61.2 60.6 59.6 57.5 6/4/2019 12:00 AM 1:00 AM 58.4 69.7 48.6 60.8 60.4 59.5 58.1 56.3 6/4/2019 1:00 AM 2:00 AM 60.2 88.5 48.0 64.7 61.1 58.8 57.9 55.2 6/4/2019 2:00 AM 3:00 AM 59.6 70.0 49.0 63.6 62.3 60.6 58.8 56.0 6/4/2019 3:00 AM 4:00 AM 62.5 75.5 48.8 66.0 65.4 63.3 61.9 59.2 6/4/2019 4:00 AM 5:00 AM 60.9 69.5 52.3 63.9 63.1 62.0 60.3 58.5 6/4/2019 5:00 AM 6:00 AM 67.6 79.0 59.9 70.8 69.6 68.7 67.6 64.5 6/4/2019 6:00 AM 7:00 AM 70.3 85.6 63.3 72.4 71.9 71.4 70.4 67.8 6/4/2019 7:00 AM 8:00 AM 70.2 75.5 65.9 71.6 71.0 70.6 70.1 69.4 6/4/2019 8:00 AM 9:00 AM 70.0 88.8 61.3 72.3 71.2 70.6 69.6 68.1 CNEL: 68.6
24-Hour Continuous Noise Measurement Datasheet - Cont.
LTNM2 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Shields Ave. & Valentine Ave., Fresno, CA Site ID: LT-2
24-Hour Continuous Noise Measurement Datasheet - Cont.
64.9 63.9
62.3 62.0 61.3 62.1
65.2 61.9
63.8 62.7 63.1 62.1 60.8 60.9 59.8 58.4
60.2 59.6
62.5 60.9
67.6 70.3 70.2 70.0
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM Leq(h), dBA Time
24Hr - 1Hr Leq & L90 LAeq
L(90)
LTNM2 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Shields Ave. & Valentine Ave., Fresno, CA Site ID: LT-2
24-Hour Continuous Noise Measurement Datasheet - Cont.
0 10
20 30
40 50
60 70
80 90
100 dBA (Leq, 1-min)
Time
24 Hr - 1Min Leq & L90
Leq Lmax Lmin
LTNM2 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR
Site Address/Location: Blythe Ave. & Ashlan Ave., Fresno, CA Date: 6/4/2019 to 6/5/2019
Field Tech/Engineer: Mike Dickerson, INCE
General Location:
Sound Meter: LD 831 SN: 3715 Site Topo:
Settings: A-weighted, slow, 1-min, 1-hour interval, 24-hour duration Ground Type:
Meteorological Con.: Sunny
Site ID: LT-3
Figure 2: LT-3 Photo
24-Hour Continuous Noise Measurement Datasheet
C/L of Blythe Ave. is 60ft from meter
C/L of Ashlan Ave. is 90ft from meter
Sunny, Ambient noise consisted of traffic along Blythe Ave and Ashlan Ave.
Noise Source(s) w/ Distance:
Flat
Soft site, w/ street surface hard
Figure 1: LT-3 Monitoring Location
Site Observations:
1 LTNM3 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Blythe Ave. & Ashlan Ave., Fresno, CA Site ID: LT-3
Date Start Stop Leq Lmax Lmin L2 L8 L25 L50 L90
6/4/2019 9:00 AM 10:00 AM 63.3 81.8 48.7 68.1 66.0 63.3 62.3 60.6 6/4/2019 10:00 AM 11:00 AM 62.6 76.9 48.7 66.1 64.8 63.1 62.1 60.5 6/4/2019 11:00 AM 12:00 PM 66.7 92.0 48.7 74.5 70.1 63.5 61.8 59.6 6/4/2019 12:00 PM 1:00 PM 65.7 86.5 48.0 75.3 67.0 63.8 62.8 59.8 6/4/2019 1:00 PM 2:00 PM 63.9 81.7 48.2 70.0 65.9 63.7 62.8 60.0 6/4/2019 2:00 PM 3:00 PM 66.5 92.0 50.2 74.8 68.1 64.8 63.6 61.4 6/4/2019 3:00 PM 4:00 PM 74.7 106.8 49.4 73.2 69.3 65.5 63.4 61.3 6/4/2019 4:00 PM 5:00 PM 64.4 79.4 50.1 68.6 67.2 65.0 63.7 62.1 6/4/2019 5:00 PM 6:00 PM 64.3 83.6 49.1 68.9 66.6 64.6 63.6 61.2 6/4/2019 6:00 PM 7:00 PM 64.2 83.0 49.4 69.1 67.0 64.8 63.0 61.2 6/4/2019 7:00 PM 8:00 PM 68.1 96.1 51.3 72.2 67.8 65.3 63.0 60.1 6/4/2019 8:00 PM 9:00 PM 63.4 80.6 50.4 68.2 65.9 63.6 62.6 60.2 6/4/2019 9:00 PM 10:00 PM 63.2 84.0 48.1 69.4 65.6 63.5 61.2 58.7 6/4/2019 10:00 PM 11:00 PM 62.7 89.0 47.4 66.9 64.2 62.0 60.7 57.9 6/4/2019 11:00 PM 12:00 AM 64.7 92.3 46.2 71.7 68.4 62.6 59.7 56.3 6/5/2019 12:00 AM 1:00 AM 59.2 85.5 43.2 65.5 62.0 58.4 56.9 53.1 6/5/2019 1:00 AM 2:00 AM 56.8 80.9 40.5 61.8 60.8 57.2 54.7 49.1 6/5/2019 2:00 AM 3:00 AM 56.6 79.5 41.4 63.3 59.8 57.2 54.1 49.0 6/5/2019 3:00 AM 4:00 AM 57.5 78.9 44.3 61.4 60.7 58.1 56.8 51.8 6/5/2019 4:00 AM 5:00 AM 58.4 80.1 45.1 65.2 61.0 58.7 56.8 51.5 6/5/2019 5:00 AM 6:00 AM 62.7 83.4 48.8 66.1 65.6 63.8 61.5 58.5 6/5/2019 6:00 AM 7:00 AM 64.8 81.2 54.9 68.2 66.7 65.5 64.3 61.4 6/5/2019 7:00 AM 8:00 AM 67.3 90.2 54.7 72.6 67.9 65.6 64.8 63.4 6/5/2019 8:00 AM 9:00 AM 64.7 82.3 54.8 68.4 66.9 64.9 64.2 62.7 CNEL: 70.2
24-Hour Continuous Noise Measurement Datasheet - Cont.
LTNM3 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Blythe Ave. & Ashlan Ave., Fresno, CA Site ID: LT-3
24-Hour Continuous Noise Measurement Datasheet - Cont.
63.3 62.6
66.7 65.7
63.9 66.5
74.7 64.4 64.3 64.2
68.1 63.4 63.2 62.7
64.7 59.2
56.8 56.6 57.5 58.4
62.7 64.8
67.3 64.7
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM Leq(h), dBA Time
24Hr - 1Hr Leq & L90 LAeq
L(90)
LTNM3 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Blythe Ave. & Ashlan Ave., Fresno, CA Site ID: LT-3
24-Hour Continuous Noise Measurement Datasheet - Cont.
0 20
40 60
80 100
120 dBA (Leq, 1-min)
Time
24 Hr - 1Min Leq & L90
Leq Lmax Lmin
LTNM3 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR
Site Address/Location: Ashlan Ave. & Hayes Ave., Fresno, CA Date: 6/3/2019 to 6/4/2019
Field Tech/Engineer: Mike Dickerson, INCE
General Location:
Sound Meter: LD 831 SN: 3716 Site Topo:
Settings: A-weighted, slow, 1-min, 1-hour interval, 24-hour duration Ground Type:
Meteorological Con.: Sunny
Site ID: LT-4
Figure 2: LT-1 Photo
24-Hour Continuous Noise Measurement Datasheet
C/L of Ashlan Ave. is 20ft from meter
C/L of Hayes Ave. is 130ft from meter
Sunny, Ambient noise consisted of traffic along Ashlan Ave and Hayes Ave.
Noise Source(s) w/ Distance:
Flat
Soft site, w/ street surface hard
Figure 1: LT-1 Monitoring Location
Site Observations:
1 LTNM4 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Ashlan Ave. & Hayes Ave., Fresno, CA Site ID: LT-4
Date Start Stop Leq Lmax Lmin L2 L8 L25 L50 L90
6/3/2019 9:00 AM 10:00 AM 62.6 84.0 38.0 69.8 66.4 62.6 60.1 56.4 6/3/2019 10:00 AM 11:00 AM 63.2 86.7 35.7 71.7 66.3 62.8 60.5 54.9 6/3/2019 11:00 AM 12:00 PM 62.7 86.6 34.8 69.9 64.5 62.3 60.6 54.6 6/3/2019 12:00 PM 1:00 PM 66.0 94.7 40.4 71.2 69.1 64.3 61.4 57.6 6/3/2019 1:00 PM 2:00 PM 63.6 90.8 37.2 70.0 65.4 62.3 60.5 57.4 6/3/2019 2:00 PM 3:00 PM 65.4 82.0 36.7 71.2 68.9 65.5 63.9 61.5 6/3/2019 3:00 PM 4:00 PM 65.3 85.8 40.5 72.2 68.0 66.1 64.4 59.8 6/3/2019 4:00 PM 5:00 PM 62.9 79.8 39.2 68.8 65.9 63.7 61.8 58.4 6/3/2019 5:00 PM 6:00 PM 65.9 90.7 45.8 74.8 67.2 65.1 62.6 59.7 6/3/2019 6:00 PM 7:00 PM 70.2 99.3 43.2 78.1 68.7 65.0 62.1 58.3 6/3/2019 7:00 PM 8:00 PM 62.9 85.4 39.8 69.4 66.2 62.6 60.3 54.6 6/3/2019 8:00 PM 9:00 PM 61.5 83.9 40.1 67.6 64.4 61.9 59.6 55.3 6/3/2019 9:00 PM 10:00 PM 58.7 78.0 39.6 64.6 63.3 59.4 57.6 46.6 6/3/2019 10:00 PM 11:00 PM 56.1 75.8 39.8 62.1 60.1 57.4 54.5 44.3 6/3/2019 11:00 PM 12:00 AM 63.3 93.6 39.6 63.5 58.7 55.1 48.5 43.2 6/4/2019 12:00 AM 1:00 AM 55.2 82.6 38.0 62.1 59.6 55.1 46.9 41.6 6/4/2019 1:00 AM 2:00 AM 48.3 69.3 36.8 56.6 50.7 46.8 44.4 41.7 6/4/2019 2:00 AM 3:00 AM 50.2 69.4 39.3 57.3 55.6 50.1 44.8 42.8 6/4/2019 3:00 AM 4:00 AM 54.0 75.6 38.7 61.6 59.8 51.1 46.8 44.0 6/4/2019 4:00 AM 5:00 AM 56.4 82.7 41.7 66.4 60.0 55.1 48.5 45.4 6/4/2019 5:00 AM 6:00 AM 58.9 79.4 43.0 66.6 62.6 59.9 56.5 48.3 6/4/2019 6:00 AM 7:00 AM 63.1 81.7 46.3 68.8 67.0 63.6 61.0 55.3 6/4/2019 7:00 AM 8:00 AM 68.3 88.1 46.4 75.0 72.9 68.2 66.3 63.2 6/4/2019 8:00 AM 9:00 AM 65.8 87.6 40.5 70.1 69.5 67.8 64.6 59.5 CNEL: 67.1
24-Hour Continuous Noise Measurement Datasheet - Cont.
LTNM4 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Ashlan Ave. & Hayes Ave., Fresno, CA Site ID: LT-4
24-Hour Continuous Noise Measurement Datasheet - Cont.
62.6 63.2 62.7
66.0 63.6
65.4 65.3
62.9 65.9
70.2 62.9 61.5
58.7 56.1
63.3 55.2
48.3 50.2
54.0 56.4
58.9 63.1
68.3 65.8
0.0 10.0
20.0 30.0
40.0 50.0
60.0 70.0
80.0 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM Leq(h), dBA Time
24Hr - 1Hr Leq & L90 LAeq
L(90)
LTNM4 24Hr Field Sheet.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project: 04621901 Fresno West EIR Day: 1 of 1
Site Address/Location: Ashlan Ave. & Hayes Ave., Fresno, CA Site ID: LT-4
24-Hour Continuous Noise Measurement Datasheet - Cont.
0 20
40 60
80 100
120 dBA (Leq, 1-min)
Time
24 Hr - 1Min Leq & L90
Leq Lmax Lmin
LTNM4 24Hr Field Sheet.xlsx
Appendix C:
FHWA Roadway Noise Worksheets
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 9-Sep-20
SEGMENT W. Herndon Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 81,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 8,100 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.9 72.5 71.7 67.6 75.1 75.6
MEDIUM TRUCKS 69.1 66.0 64.6 64.2 70.9 71.2
HEAVY TRUCKS 78.3 74.9 70.7 74.8 81.2 81.3
VEHICULAR NOISE 80.3 77.2 74.7 75.9 82.4 82.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 695 1497 3225 6948
LDN 675 1453 3131 6745
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 77,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 7,700 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.7 72.3 71.5 67.4 74.9 75.4
MEDIUM TRUCKS 68.9 65.8 64.4 64.0 70.7 70.9
HEAVY TRUCKS 78.1 74.7 70.5 74.6 80.9 81.0
VEHICULAR NOISE 80.1 77.0 74.5 75.7 82.2 82.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 672 1447 3118 6718
LDN 652 1405 3027 6521
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 9-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 105,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,500 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.1 73.7 72.8 68.7 76.2 76.7
MEDIUM TRUCKS 70.2 67.1 65.8 65.4 72.0 72.3
HEAVY TRUCKS 79.5 76.1 71.9 75.9 82.3 82.4
VEHICULAR NOISE 81.4 78.4 75.8 77.0 83.6 83.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 826 1780 3834 8261
LDN 802 1728 3722 8019
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 104,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,400 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.0 73.6 72.8 68.7 76.2 76.7
MEDIUM TRUCKS 70.2 67.1 65.7 65.3 72.0 72.3
HEAVY TRUCKS 79.4 76.0 71.8 75.9 82.2 82.3
VEHICULAR NOISE 81.4 78.3 75.8 77.0 83.5 83.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 821 1768 3810 8208
LDN 797 1717 3698 7968
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 9-Sep-20
SEGMENT W. Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 107,000 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,700 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.5 69.2 68.3 64.2 71.7 72.2
MEDIUM TRUCKS 67.8 64.7 63.3 63.0 69.6 69.9
HEAVY TRUCKS 78.1 74.7 70.5 74.5 80.9 81.0
VEHICULAR NOISE 79.3 76.1 73.0 75.2 81.7 81.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 615 1324 2852 6145
LDN 600 1292 2784 5998
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Herndon Ave DATE: 9-Sep-20
SEGMENT N. Garfield Ave to N. Parkway Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 14.6 8.8 17.3 17.9
MEDIUM TRUCKS 15.2 13.7 10.1 3.6 13.3 13.9
HEAVY TRUCKS 11.9 6.3 15.3 -15.6 8.1 12.0
VEHICULAR NOISE 20.6 18.5 18.7 10.0 19.1 20.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 0
LDN 0 0 0 0
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 9-Sep-20
SEGMENT N Garfield Ave to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 600 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 60 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 46.1 44.2 42.4 36.6 45.1 45.7
MEDIUM TRUCKS 43.0 41.5 37.9 31.4 41.1 41.7
HEAVY TRUCKS 39.7 34.1 43.1 12.2 35.9 39.8
VEHICULAR NOISE 48.4 46.3 46.4 37.8 46.9 47.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 3 7 16 33
LDN 3 6 13 29
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,900 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 290 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.9 51.0 49.2 43.4 51.9 52.5
MEDIUM TRUCKS 49.8 48.3 44.8 38.3 48.0 48.5
HEAVY TRUCKS 46.5 40.9 50.0 19.0 42.8 46.6
VEHICULAR NOISE 55.3 53.1 53.3 44.6 53.8 54.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 10 21 44 96
LDN 8 18 38 83
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to SR-99 ENGINEER: M. Dickerson
LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 21.5 19.6 17.8 12.0 20.5 21.1
MEDIUM TRUCKS 16.9 15.4 11.9 5.4 15.1 15.6
HEAVY TRUCKS 12.9 7.3 16.4 -14.6 9.2 13.0
VEHICULAR NOISE 23.2 21.2 20.8 12.9 21.8 22.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 9-Sep-20
SEGMENT N Garfield to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,200 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 120 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.3 50.3 48.6 42.8 51.3 51.9
MEDIUM TRUCKS 47.7 46.2 42.7 36.2 45.9 46.4
HEAVY TRUCKS 43.7 38.1 47.2 16.2 40.0 43.8
VEHICULAR NOISE 54.0 51.9 51.5 43.7 52.6 53.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 17 37 79
LDN 7 15 32 69
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 800 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 80 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 47.3 45.4 43.6 37.9 46.3 46.9
MEDIUM TRUCKS 44.2 42.7 39.2 32.7 42.4 42.9
HEAVY TRUCKS 40.9 35.3 44.4 13.4 37.2 41.0
VEHICULAR NOISE 49.7 47.5 47.7 39.0 48.2 49.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 4 9 19 41
LDN 4 8 16 35
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to N. Contessa Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 94.4 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 23.1 21.2 19.4 13.6 22.1 22.7
MEDIUM TRUCKS 18.0 16.5 12.9 6.4 16.1 16.7
HEAVY TRUCKS 13.7 8.1 17.1 -13.8 9.9 13.8
VEHICULAR NOISE 24.6 22.6 22.0 14.4 23.3 24.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 9-Sep-20
SEGMENT N. Contessa Ave to N. Island Waterpark Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 21.6 19.7 17.9 12.1 20.6 21.2
MEDIUM TRUCKS 17.0 15.5 12.0 5.5 15.2 15.7
HEAVY TRUCKS 13.0 7.4 16.5 -14.5 9.3 13.1
VEHICULAR NOISE 23.3 21.3 20.9 13.0 22.0 22.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 9-Sep-20
SEGMENT N Garfield Ave to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,000 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 600 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.0 74.2 71.7 66.8 75.2 75.7
MEDIUM TRUCKS 71.1 69.6 66.1 61.3 70.0 70.5
HEAVY TRUCKS 76.6 75.1 69.5 66.5 75.3 75.6
VEHICULAR NOISE 79.9 78.3 74.4 70.2 78.9 79.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 415 894 1925 4147
LDN 390 840 1810 3900
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,100 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 710 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.8 74.9 72.4 67.5 75.9 76.4
MEDIUM TRUCKS 71.8 70.3 66.8 62.0 70.8 71.2
HEAVY TRUCKS 77.3 75.8 70.2 67.2 76.1 76.4
VEHICULAR NOISE 80.7 79.0 75.1 71.0 79.6 80.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 464 1000 2154 4640
LDN 436 940 2025 4363
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to 1,300 ft east of N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 8,250 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 825 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 77.4 75.6 73.0 68.2 76.6 77.0
MEDIUM TRUCKS 72.5 70.9 67.4 62.7 71.4 71.9
HEAVY TRUCKS 78.0 76.5 70.9 67.9 76.7 77.0
VEHICULAR NOISE 81.3 79.7 75.8 71.6 80.2 80.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 513 1105 2380 5128
LDN 482 1039 2238 4822
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 9-Sep-20
SEGMENT 1,300 ft east of N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,200 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 920 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 81.1 79.2 76.7 71.8 80.2 80.7
MEDIUM TRUCKS 74.7 73.2 69.7 64.9 73.6 74.1
HEAVY TRUCKS 79.5 78.0 72.4 69.4 78.2 78.5
VEHICULAR NOISE 83.9 82.2 78.6 74.3 82.9 83.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 771 1661 3578 7708
LDN 722 1557 3354 7225
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to State Route 99 ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 18,200 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,820 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 84.2 82.3 79.8 74.9 83.3 83.8
MEDIUM TRUCKS 77.8 76.2 72.7 68.0 76.7 77.1
HEAVY TRUCKS 82.6 81.1 75.5 72.5 81.3 81.6
VEHICULAR NOISE 87.0 85.3 81.7 77.4 86.0 86.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1236 2663 5738 12362
LDN 1159 2496 5378 11587
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 9-Sep-20
SEGMENT 1,300 ft west of N. Bryan Ave to Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,200 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 120 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 49.1 47.2 45.4 39.6 48.1 48.7
MEDIUM TRUCKS 46.0 44.5 40.9 34.4 44.1 44.7
HEAVY TRUCKS 42.7 37.1 46.1 15.2 38.9 42.8
VEHICULAR NOISE 51.4 49.3 49.5 40.8 49.9 50.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 5 11 25 53
LDN 5 10 21 46
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,700 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 170 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 50.6 48.7 46.9 41.1 49.6 50.2
MEDIUM TRUCKS 47.5 46.0 42.4 35.9 45.7 46.2
HEAVY TRUCKS 44.2 38.6 47.7 16.7 40.4 44.3
VEHICULAR NOISE 53.0 50.8 51.0 42.3 51.4 52.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 14 31 67
LDN 6 12 27 58
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 9-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,950 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 195 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 51.2 49.3 47.5 41.7 50.2 50.8
MEDIUM TRUCKS 48.1 46.6 43.0 36.5 46.2 46.8
HEAVY TRUCKS 44.8 39.2 48.2 17.3 41.0 44.9
VEHICULAR NOISE 53.6 51.4 51.6 42.9 52.0 53.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 16 34 73
LDN 6 14 29 64
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to N. Barcus ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,200 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 120 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.4 50.5 48.7 42.9 51.4 52.0
MEDIUM TRUCKS 47.8 46.3 42.8 36.3 46.0 46.5
HEAVY TRUCKS 43.8 38.2 47.3 16.3 40.1 43.9
VEHICULAR NOISE 54.1 52.1 51.7 43.8 52.7 53.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 17 37 80
LDN 7 15 33 71
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Garfield to N. Grantland ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 41.6 39.7 37.2 32.3 40.7 41.2
MEDIUM TRUCKS 35.2 33.6 30.1 25.4 34.1 34.5
HEAVY TRUCKS 40.0 38.5 32.9 29.9 38.7 39.0
VEHICULAR NOISE 44.4 42.7 39.1 34.8 43.4 43.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 2 4 8 18
LDN 2 4 8 17
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,200 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 320 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.5 74.6 72.1 67.2 75.6 76.1
MEDIUM TRUCKS 70.1 68.6 65.1 60.3 69.0 69.5
HEAVY TRUCKS 74.9 73.4 67.8 64.8 73.6 73.9
VEHICULAR NOISE 79.3 77.7 74.1 69.7 78.3 78.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 381 821 1769 3812
LDN 357 770 1659 3573
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,050 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 205 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.4 69.5 67.0 62.1 70.5 71.0
MEDIUM TRUCKS 66.4 64.9 61.4 56.6 65.4 65.8
HEAVY TRUCKS 71.9 70.4 64.8 61.8 70.7 71.0
VEHICULAR NOISE 75.3 73.6 69.7 65.6 74.2 74.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 203 437 941 2027
LDN 191 411 885 1906
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,100 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 310 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 73.2 71.3 68.8 63.9 72.3 72.8
MEDIUM TRUCKS 68.2 66.7 63.2 58.4 67.2 67.6
HEAVY TRUCKS 73.7 72.2 66.6 63.6 72.5 72.8
VEHICULAR NOISE 77.1 75.4 71.5 67.4 76.0 76.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 267 575 1239 2670
LDN 251 541 1165 2511
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,500 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 650 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.4 74.5 72.0 67.1 75.5 76.0
MEDIUM TRUCKS 71.5 69.9 66.4 61.6 70.4 70.8
HEAVY TRUCKS 76.9 75.5 69.9 66.8 75.7 76.0
VEHICULAR NOISE 80.3 78.7 74.8 70.6 79.2 79.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 437 942 2031 4375
LDN 411 886 1909 4113
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 16,350 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,635 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 80.4 78.5 76.0 71.1 79.5 80.0
MEDIUM TRUCKS 75.5 73.9 70.4 65.6 74.4 74.8
HEAVY TRUCKS 80.9 79.5 73.9 70.9 79.7 80.0
VEHICULAR NOISE 84.3 82.7 78.8 74.6 83.2 83.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 809 1743 3756 8091
LDN 761 1639 3531 7608
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 9-Sep-20
SEGMENT N. Blythe Ave to State Route 99 ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 23,600 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,360 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 82.0 80.1 77.6 72.7 81.1 81.6
MEDIUM TRUCKS 77.1 75.5 72.0 67.2 76.0 76.4
HEAVY TRUCKS 82.5 81.1 75.5 72.4 81.3 81.6
VEHICULAR NOISE 85.9 84.3 80.4 76.2 84.8 85.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1033 2226 4797 10334
LDN 972 2093 4510 9717
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N. Hayes Ave to N. Barcus Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,950 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 195 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 51.2 49.3 47.5 41.7 50.2 50.8
MEDIUM TRUCKS 48.1 46.6 43.0 36.5 46.2 46.8
HEAVY TRUCKS 44.8 39.2 48.2 17.3 41.0 44.9
VEHICULAR NOISE 53.6 51.4 51.6 42.9 52.0 53.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 16 34 73
LDN 6 14 29 64
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N. Barcus Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,950 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 195 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.4 52.5 50.7 44.9 53.4 54.0
MEDIUM TRUCKS 49.8 48.3 44.8 38.3 48.0 48.5
HEAVY TRUCKS 45.8 40.2 49.3 18.3 42.1 45.9
VEHICULAR NOISE 56.1 54.1 53.7 45.8 54.7 55.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 11 24 51 109
LDN 10 21 45 96
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,100 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 510 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.4 53.5 51.7 45.9 54.4 55.0
MEDIUM TRUCKS 52.3 50.7 47.2 40.7 50.4 51.0
HEAVY TRUCKS 49.0 43.3 52.4 21.5 45.2 49.1
VEHICULAR NOISE 57.7 55.6 55.7 47.1 56.2 57.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 14 30 65 139
LDN 12 26 56 121
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,250 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 425 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.6 52.7 50.9 45.1 53.6 54.2
MEDIUM TRUCKS 51.5 50.0 46.4 39.9 49.6 50.2
HEAVY TRUCKS 48.2 42.6 51.6 20.7 44.4 48.3
VEHICULAR NOISE 56.9 54.8 54.9 46.3 55.4 56.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 12 27 57 123
LDN 11 23 50 107
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N. Blythe Ave to N Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,150 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 315 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 53.3 51.4 49.6 43.8 52.3 52.9
MEDIUM TRUCKS 50.2 48.7 45.1 38.6 48.3 48.9
HEAVY TRUCKS 46.9 41.3 50.3 19.4 43.1 47.0
VEHICULAR NOISE 55.6 53.5 53.6 45.0 54.1 55.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 10 22 47 101
LDN 9 19 41 87
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 9-Sep-20
SEGMENT N Brawley Ave to N. Parkway Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 240 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.2 48.4 42.6 51.1 51.7
MEDIUM TRUCKS 49.0 47.5 43.9 37.4 47.2 47.7
HEAVY TRUCKS 45.7 40.1 49.2 18.2 41.9 45.8
VEHICULAR NOISE 54.5 52.3 52.5 43.8 52.9 53.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 18 39 84
LDN 7 16 34 73
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Garfield Ave to Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,700 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 270 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.6 50.7 48.9 43.1 51.6 52.2
MEDIUM TRUCKS 49.5 48.0 44.4 38.0 47.7 48.2
HEAVY TRUCKS 46.2 40.6 49.7 18.7 42.4 46.3
VEHICULAR NOISE 55.0 52.8 53.0 44.3 53.5 54.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 9 20 42 91
LDN 8 17 37 79
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,750 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 275 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.7 50.8 49.0 43.2 51.7 52.3
MEDIUM TRUCKS 49.6 48.1 44.5 38.0 47.7 48.3
HEAVY TRUCKS 46.3 40.7 49.7 18.8 42.5 46.4
VEHICULAR NOISE 55.0 52.9 53.1 44.4 53.5 54.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 9 20 43 92
LDN 8 17 37 80
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,550 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 355 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 53.8 51.9 50.1 44.3 52.8 53.4
MEDIUM TRUCKS 50.7 49.2 45.6 39.1 48.9 49.4
HEAVY TRUCKS 47.4 41.8 50.9 19.9 43.6 47.5
VEHICULAR NOISE 56.2 54.0 54.2 45.5 54.6 55.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 11 24 51 109
LDN 9 20 44 95
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,250 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 325 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 53.4 51.5 49.7 43.9 52.4 53.0
MEDIUM TRUCKS 50.3 48.8 45.2 38.8 48.5 49.0
HEAVY TRUCKS 47.0 41.4 50.5 19.5 43.3 47.1
VEHICULAR NOISE 55.8 53.6 53.8 45.1 54.3 55.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 10 22 48 103
LDN 9 19 41 89
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to N. Dante Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,750 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 375 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 57.2 55.3 53.5 47.7 56.2 56.8
MEDIUM TRUCKS 52.7 51.2 47.6 41.1 50.8 51.4
HEAVY TRUCKS 48.7 43.1 52.1 21.2 44.9 48.8
VEHICULAR NOISE 59.0 56.9 56.5 48.6 57.6 58.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 36 78 169
LDN 15 32 69 149
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Dante Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,750 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 375 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 57.2 55.3 53.5 47.7 56.2 56.8
MEDIUM TRUCKS 52.7 51.2 47.6 41.1 50.8 51.4
HEAVY TRUCKS 48.7 43.1 52.1 21.2 44.9 48.8
VEHICULAR NOISE 59.0 56.9 56.5 48.6 57.6 58.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 36 78 169
LDN 15 32 69 149
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,600 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 460 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.9 53.0 51.2 45.5 53.9 54.5
MEDIUM TRUCKS 51.8 50.3 46.8 40.3 50.0 50.5
HEAVY TRUCKS 48.5 42.9 52.0 21.0 44.8 48.6
VEHICULAR NOISE 57.3 55.1 55.3 46.6 55.8 56.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 13 28 60 130
LDN 11 24 52 113
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Blythe Ave to N. Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 440 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.7 52.8 51.0 45.3 53.8 54.3
MEDIUM TRUCKS 51.6 50.1 46.6 40.1 49.8 50.3
HEAVY TRUCKS 48.3 42.7 51.8 20.8 44.6 48.4
VEHICULAR NOISE 57.1 54.9 55.1 46.4 55.6 56.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 13 27 59 126
LDN 11 24 51 109
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N Brawley Ave to N. Valentine Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,800 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 580 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.9 54.0 52.2 46.5 55.0 55.5
MEDIUM TRUCKS 52.8 51.3 47.8 41.3 51.0 51.5
HEAVY TRUCKS 49.5 43.9 53.0 22.0 45.8 49.6
VEHICULAR NOISE 58.3 56.1 56.3 47.6 56.8 57.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 15 33 70 152
LDN 13 28 61 131
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 9-Sep-20
SEGMENT N. Valentine Ave to N. Marks Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,900 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 690 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.7 54.8 53.0 47.2 55.7 56.3
MEDIUM TRUCKS 53.6 52.1 48.5 42.0 51.7 52.3
HEAVY TRUCKS 50.3 44.7 53.7 22.8 46.5 50.4
VEHICULAR NOISE 59.0 56.9 57.0 48.4 57.5 58.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 37 79 170
LDN 15 32 68 147
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 40 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.3 62.4 59.9 55.0 63.4 63.9
MEDIUM TRUCKS 59.3 57.8 54.3 49.5 58.3 58.7
HEAVY TRUCKS 64.8 63.3 57.7 54.7 63.6 63.9
VEHICULAR NOISE 68.2 66.5 62.6 58.5 67.1 67.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 68 147 317 682
LDN 64 138 298 641
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 700 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 70 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.7 64.9 62.3 57.5 65.8 66.3
MEDIUM TRUCKS 61.8 60.2 56.7 52.0 60.7 61.1
HEAVY TRUCKS 67.3 65.8 60.2 57.2 66.0 66.3
VEHICULAR NOISE 70.6 69.0 65.1 60.9 69.5 69.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 99 213 460 990
LDN 93 201 432 931
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,050 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 105 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.5 66.6 64.1 59.2 67.6 68.1
MEDIUM TRUCKS 63.5 62.0 58.5 53.7 62.5 62.9
HEAVY TRUCKS 69.0 67.5 61.9 58.9 67.8 68.1
VEHICULAR NOISE 72.4 70.7 66.8 62.7 71.3 71.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 130 280 602 1298
LDN 122 263 566 1220
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Polk Ave to 1900 ft east of N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,050 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 105 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.5 66.6 64.1 59.2 67.6 68.1
MEDIUM TRUCKS 63.5 62.0 58.5 53.7 62.5 62.9
HEAVY TRUCKS 69.0 67.5 61.9 58.9 67.8 68.1
VEHICULAR NOISE 72.4 70.7 66.8 62.7 71.3 71.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 130 280 602 1298
LDN 122 263 566 1220
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT 1900 east of N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,400 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 340 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.8 74.9 72.4 67.5 75.9 76.4
MEDIUM TRUCKS 70.4 68.8 65.3 60.6 69.3 69.7
HEAVY TRUCKS 75.2 73.7 68.1 65.1 73.9 74.2
VEHICULAR NOISE 79.6 77.9 74.3 70.0 78.6 79.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 397 855 1842 3969
LDN 372 802 1727 3721
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Cornelia Ave to N. Milburn Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,400 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 640 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 94.4 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 81.1 79.3 76.8 71.9 80.3 80.8
MEDIUM TRUCKS 74.2 72.6 69.1 64.3 73.1 73.5
HEAVY TRUCKS 78.7 77.2 71.6 68.6 77.4 77.7
VEHICULAR NOISE 83.6 81.9 78.4 74.0 82.6 83.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 738 1591 3427 7383
LDN 691 1489 3208 6912
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Milburn Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,400 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 640 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 79.6 77.8 75.2 70.4 78.7 79.2
MEDIUM TRUCKS 73.2 71.7 68.2 63.4 72.2 72.6
HEAVY TRUCKS 78.0 76.5 70.9 67.9 76.8 77.1
VEHICULAR NOISE 82.5 80.8 77.2 72.9 81.4 81.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 616 1327 2859 6159
LDN 577 1244 2679 5773
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Blythe Ave to N Sonora Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,300 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 930 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 94.4 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 82.8 80.9 78.4 73.5 81.9 82.4
MEDIUM TRUCKS 75.8 74.2 70.7 66.0 74.7 75.2
HEAVY TRUCKS 80.3 78.8 73.2 70.2 79.0 79.3
VEHICULAR NOISE 85.2 83.5 80.1 75.7 84.2 84.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 947 2041 4397 9472
LDN 887 1911 4116 8868
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Sonora Ave to N Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,300 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 930 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 81.2 79.4 76.8 72.0 80.4 80.9
MEDIUM TRUCKS 74.9 73.3 69.8 65.0 73.8 74.2
HEAVY TRUCKS 79.6 78.2 72.6 69.6 78.4 78.7
VEHICULAR NOISE 84.1 82.4 78.8 74.5 83.0 83.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 790 1702 3667 7901
LDN 741 1596 3438 7406
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N Brawley Ave to N. Knoll Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,850 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 985 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 81.5 79.6 77.1 72.2 80.6 81.1
MEDIUM TRUCKS 75.1 73.6 70.1 65.3 74.0 74.5
HEAVY TRUCKS 79.9 78.4 72.8 69.8 78.6 78.9
VEHICULAR NOISE 84.3 82.7 79.1 74.7 83.3 83.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 821 1769 3811 8210
LDN 770 1658 3572 7695
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Knoll Ave to 850 ft east of N. Knoll Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,850 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 985 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 81.4 79.5 77.0 72.1 80.5 81.0
MEDIUM TRUCKS 75.0 73.4 69.9 65.2 73.9 74.4
HEAVY TRUCKS 79.8 78.3 72.7 69.7 78.5 78.8
VEHICULAR NOISE 84.2 82.5 78.9 74.6 83.2 83.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 807 1738 3744 8067
LDN 756 1629 3510 7561
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT 850 east of N. Knoll Ave to N. Valentine Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,850 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 985 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 78.2 76.3 73.8 68.9 77.3 77.8
MEDIUM TRUCKS 73.3 71.7 68.2 63.4 72.2 72.6
HEAVY TRUCKS 78.7 77.3 71.7 68.7 77.5 77.8
VEHICULAR NOISE 82.1 80.5 76.6 72.4 81.0 81.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 577 1243 2679 5772
LDN 543 1169 2519 5427
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Valentine Ave to N. Marks Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,300 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,130 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 82.0 80.1 77.6 72.7 81.1 81.6
MEDIUM TRUCKS 75.6 74.0 70.5 65.8 74.5 75.0
HEAVY TRUCKS 80.4 78.9 73.3 70.3 79.1 79.4
VEHICULAR NOISE 84.8 83.1 79.5 75.2 83.8 84.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 884 1905 4103 8840
LDN 829 1785 3846 8286
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 9-Sep-20
SEGMENT N. Marks Ave to W. Vassar Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 20,000 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,000 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 94.4 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 86.1 84.2 81.7 76.8 85.2 85.7
MEDIUM TRUCKS 79.1 77.6 74.1 69.3 78.0 78.5
HEAVY TRUCKS 83.6 82.1 76.5 73.5 82.3 82.6
VEHICULAR NOISE 88.6 86.9 83.4 79.0 87.5 88.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1578 3400 7325 15782
LDN 1477 3183 6858 14774
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Herndon Ave to W. Bullard Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 38.3 36.4 33.9 29.0 37.4 37.9
MEDIUM TRUCKS 33.3 31.8 28.3 23.5 32.2 32.7
HEAVY TRUCKS 38.8 37.3 31.7 28.7 37.5 37.8
VEHICULAR NOISE 42.2 40.5 36.6 32.5 41.1 41.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1 3 6 13
LDN 1 3 5 12
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Bullard Ave to W. Barstow Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 38.3 36.4 33.9 29.0 37.4 37.9
MEDIUM TRUCKS 33.3 31.8 28.3 23.5 32.2 32.7
HEAVY TRUCKS 38.8 37.3 31.7 28.7 37.5 37.8
VEHICULAR NOISE 42.2 40.5 36.6 32.5 41.1 41.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1 3 6 13
LDN 1 3 5 12
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Barstow Ave to 1,000 ft south of W. Barston Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 41.4 39.6 37.0 32.2 40.6 41.1
MEDIUM TRUCKS 35.1 33.5 30.0 25.2 34.0 34.4
HEAVY TRUCKS 39.8 38.4 32.8 29.8 38.6 38.9
VEHICULAR NOISE 44.3 42.6 39.0 34.7 43.2 43.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 2 4 8 18
LDN 2 4 8 16
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT 1,000 ft south of W. Barstow Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 41.4 39.6 37.0 32.2 40.6 41.1
MEDIUM TRUCKS 35.1 33.5 30.0 25.2 34.0 34.4
HEAVY TRUCKS 39.8 38.4 32.8 29.8 38.6 38.9
VEHICULAR NOISE 44.3 42.6 39.0 34.7 43.2 43.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 2 4 8 18
LDN 2 4 8 16
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 38.3 36.4 33.9 29.0 37.4 37.9
MEDIUM TRUCKS 33.3 31.8 28.3 23.5 32.2 32.7
HEAVY TRUCKS 38.8 37.3 31.7 28.7 37.5 37.8
VEHICULAR NOISE 42.2 40.5 36.6 32.5 41.1 41.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1 3 6 13
LDN 1 3 5 12
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,381 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 538 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.6 73.7 71.2 66.3 74.7 75.2
MEDIUM TRUCKS 70.6 69.1 65.6 60.8 69.6 70.0
HEAVY TRUCKS 76.1 74.6 69.0 66.0 74.8 75.1
VEHICULAR NOISE 79.5 77.8 73.9 69.8 78.4 78.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 386 831 1790 3857
LDN 363 781 1683 3626
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 38.3 36.4 33.9 29.0 37.4 37.9
MEDIUM TRUCKS 33.3 31.8 28.3 23.5 32.2 32.7
HEAVY TRUCKS 38.8 37.3 31.7 28.7 37.5 37.8
VEHICULAR NOISE 42.2 40.5 36.6 32.5 41.1 41.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1 3 6 13
LDN 1 3 5 12
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,998 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 500 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.2 73.4 70.9 66.0 74.4 74.9
MEDIUM TRUCKS 70.3 68.8 65.3 60.5 69.2 69.7
HEAVY TRUCKS 75.8 74.3 68.7 65.7 74.5 74.8
VEHICULAR NOISE 79.1 77.5 73.6 69.5 78.1 78.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 367 791 1704 3672
LDN 345 744 1602 3452
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Parkway Drive DATE: 9-Sep-20
SEGMENT N Herndon Ave to W. Herndon Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 38.3 36.4 33.9 29.0 37.4 37.9
MEDIUM TRUCKS 33.3 31.8 28.3 23.5 32.2 32.7
HEAVY TRUCKS 38.8 37.3 31.7 28.7 37.5 37.8
VEHICULAR NOISE 42.2 40.5 36.6 32.5 41.1 41.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 1 3 6 13
LDN 1 3 5 12
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT N. Parkway Drive to W. Bullard Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 14.6 8.8 17.3 17.9
MEDIUM TRUCKS 15.2 13.7 10.1 3.6 13.3 13.9
HEAVY TRUCKS 11.9 6.3 15.3 -15.6 8.1 12.0
VEHICULAR NOISE 20.6 18.5 18.7 10.0 19.1 20.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 0
LDN 0 0 0 0
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Bullard Ave to W. Barstow Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 41.4 39.6 37.0 32.2 40.6 41.1
MEDIUM TRUCKS 35.1 33.5 30.0 25.2 34.0 34.4
HEAVY TRUCKS 39.8 38.4 32.8 29.8 38.6 38.9
VEHICULAR NOISE 44.3 42.6 39.0 34.7 43.2 43.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 2 4 8 18
LDN 2 4 8 16
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Barstow Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 670 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 79.7 77.9 75.3 70.5 78.8 79.3
MEDIUM TRUCKS 73.3 71.8 68.3 63.5 72.2 72.7
HEAVY TRUCKS 78.1 76.6 71.0 68.0 76.8 77.1
VEHICULAR NOISE 82.5 80.9 77.3 72.9 81.5 81.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 624 1344 2896 6239
LDN 585 1260 2715 5848
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,900 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 390 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.2 72.3 69.8 64.9 73.3 73.8
MEDIUM TRUCKS 69.2 67.7 64.2 59.4 68.2 68.6
HEAVY TRUCKS 74.7 73.2 67.6 64.6 73.5 73.7
VEHICULAR NOISE 78.1 76.4 72.5 68.4 77.0 77.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 311 670 1444 3112
LDN 293 630 1358 2926
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,000 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 400 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 77.5 75.6 73.1 68.2 76.6 77.1
MEDIUM TRUCKS 71.1 69.5 66.0 61.3 70.0 70.5
HEAVY TRUCKS 75.9 74.4 68.8 65.8 74.6 74.9
VEHICULAR NOISE 80.3 78.6 75.0 70.7 79.3 79.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 442 953 2053 4424
LDN 415 893 1925 4146
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Ashlan Ave to W Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,050 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 305 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.3 74.4 71.9 67.0 75.4 75.9
MEDIUM TRUCKS 69.9 68.4 64.9 60.1 68.8 69.3
HEAVY TRUCKS 74.7 73.2 67.6 64.6 73.4 73.7
VEHICULAR NOISE 79.1 77.4 73.9 69.5 78.1 78.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 369 795 1714 3692
LDN 346 746 1606 3461
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 41.4 39.6 37.0 32.2 40.6 41.1
MEDIUM TRUCKS 35.1 33.5 30.0 25.2 34.0 34.4
HEAVY TRUCKS 39.8 38.4 32.8 29.8 38.6 38.9
VEHICULAR NOISE 44.3 42.6 39.0 34.7 43.2 43.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 2 4 8 18
LDN 2 4 8 16
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,300 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 230 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.1 73.2 70.7 65.8 74.2 74.7
MEDIUM TRUCKS 68.7 67.1 63.6 58.9 67.6 68.0
HEAVY TRUCKS 73.5 72.0 66.4 63.4 72.2 72.5
VEHICULAR NOISE 77.9 76.2 72.6 68.3 76.9 77.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 306 659 1420 3059
LDN 287 618 1331 2867
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Santa Ana Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 240 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.2 48.4 42.6 51.1 51.7
MEDIUM TRUCKS 49.0 47.5 43.9 37.4 47.2 47.7
HEAVY TRUCKS 45.7 40.1 49.2 18.2 41.9 45.8
VEHICULAR NOISE 54.5 52.3 52.5 43.8 52.9 53.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 18 39 84
LDN 7 16 34 73
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W. Santa Ana Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 240 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.2 48.4 42.6 51.1 51.7
MEDIUM TRUCKS 49.0 47.5 43.9 37.4 47.2 47.7
HEAVY TRUCKS 45.7 40.1 49.2 18.2 41.9 45.8
VEHICULAR NOISE 54.5 52.3 52.5 43.8 52.9 53.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 18 39 84
LDN 7 16 34 73
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,100 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 310 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.4 54.5 52.7 46.9 55.4 56.0
MEDIUM TRUCKS 51.8 50.3 46.8 40.3 50.0 50.5
HEAVY TRUCKS 47.8 42.2 51.3 20.3 44.1 47.9
VEHICULAR NOISE 58.1 56.1 55.7 47.8 56.8 57.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 15 32 69 149
LDN 13 28 61 131
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,750 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 175 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 53.9 52.0 50.2 44.4 52.9 53.5
MEDIUM TRUCKS 49.4 47.8 44.3 37.8 47.5 48.0
HEAVY TRUCKS 45.3 39.7 48.8 17.8 41.6 45.4
VEHICULAR NOISE 55.6 53.6 53.2 45.3 54.3 55.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 10 22 47 102
LDN 9 19 41 89
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,750 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 175 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 50.7 48.8 47.0 41.3 49.7 50.3
MEDIUM TRUCKS 47.6 46.1 42.6 36.1 45.8 46.3
HEAVY TRUCKS 44.3 38.7 47.8 16.8 40.6 44.4
VEHICULAR NOISE 53.1 50.9 51.1 42.4 51.6 52.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 15 32 68
LDN 6 13 27 59
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 650 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 65 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 46.4 44.5 42.7 37.0 45.4 46.0
MEDIUM TRUCKS 43.3 41.8 38.3 31.8 41.5 42.0
HEAVY TRUCKS 40.0 34.4 43.5 12.5 36.3 40.1
VEHICULAR NOISE 48.8 46.6 46.8 38.1 47.3 48.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 4 8 16 35
LDN 3 7 14 31
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Santa Ana Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 270 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.9 54.0 52.2 46.4 54.9 55.5
MEDIUM TRUCKS 51.4 49.8 46.3 39.8 49.5 50.0
HEAVY TRUCKS 47.3 41.7 50.8 19.8 43.6 47.4
VEHICULAR NOISE 57.6 55.6 55.2 47.3 56.3 57.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 14 30 64 138
LDN 12 26 56 121
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Santa Ana Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 270 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.8 53.9 52.1 46.3 54.8 55.4
MEDIUM TRUCKS 51.2 49.7 46.2 39.7 49.4 49.9
HEAVY TRUCKS 47.2 41.6 50.7 19.7 43.5 47.3
VEHICULAR NOISE 57.5 55.5 55.1 47.2 56.2 57.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 14 29 63 136
LDN 12 26 55 119
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg Ave to W. Swift Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 170 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 53.8 51.9 50.1 44.3 52.8 53.4
MEDIUM TRUCKS 49.2 47.7 44.2 37.7 47.4 47.9
HEAVY TRUCKS 45.2 39.6 48.7 17.7 41.5 45.3
VEHICULAR NOISE 55.5 53.5 53.1 45.2 54.1 55.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 10 21 46 100
LDN 9 19 41 88
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Swift Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,700 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 170 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 50.6 48.7 46.9 41.1 49.6 50.2
MEDIUM TRUCKS 47.5 46.0 42.4 35.9 45.7 46.2
HEAVY TRUCKS 44.2 38.6 47.7 16.7 40.4 44.3
VEHICULAR NOISE 53.0 50.8 51.0 42.3 51.4 52.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 14 31 67
LDN 6 12 27 58
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Ashland Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,400 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 240 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.2 48.4 42.6 51.1 51.7
MEDIUM TRUCKS 49.0 47.5 43.9 37.4 47.2 47.7
HEAVY TRUCKS 45.7 40.1 49.2 18.2 41.9 45.8
VEHICULAR NOISE 54.5 52.3 52.5 43.8 52.9 53.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 18 39 84
LDN 7 16 34 73
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to 1,300 ft South of W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,150 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 215 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 51.6 49.7 47.9 42.1 50.6 51.2
MEDIUM TRUCKS 48.5 47.0 43.5 37.0 46.7 47.2
HEAVY TRUCKS 45.2 39.6 48.7 17.7 41.5 45.3
VEHICULAR NOISE 54.0 51.8 52.0 43.3 52.5 53.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 17 36 78
LDN 7 15 31 68
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT 1,300 ft South of W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,150 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 215 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.8 52.9 51.1 45.3 53.8 54.4
MEDIUM TRUCKS 50.3 48.7 45.2 38.7 48.4 48.9
HEAVY TRUCKS 46.2 40.6 49.7 18.7 42.5 46.3
VEHICULAR NOISE 56.5 54.5 54.1 46.2 55.2 56.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 12 25 54 116
LDN 10 22 48 103
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Hayes Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,650 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 165 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 50.5 48.6 46.8 41.0 49.5 50.1
MEDIUM TRUCKS 47.4 45.8 42.3 35.8 45.5 46.0
HEAVY TRUCKS 44.1 38.4 47.5 16.6 40.3 44.2
VEHICULAR NOISE 52.8 50.7 50.8 42.2 51.3 52.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 7 14 30 66
LDN 6 12 26 57
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT North of W. Shaw Ave ENGINEER: M. Dickerson
LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,400 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 440 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 77.9 76.0 73.5 68.6 77.0 77.5
MEDIUM TRUCKS 71.5 69.9 66.4 61.7 70.4 70.9
HEAVY TRUCKS 76.3 74.8 69.2 66.2 75.0 75.3
VEHICULAR NOISE 80.7 79.0 75.4 71.1 79.7 80.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 471 1016 2188 4714
LDN 442 952 2051 4419
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Shaw Ave to W. Acacia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,300 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 730 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 80.1 78.2 75.7 70.8 79.2 79.7
MEDIUM TRUCKS 73.7 72.1 68.6 63.9 72.6 73.1
HEAVY TRUCKS 78.5 77.0 71.4 68.4 77.2 77.5
VEHICULAR NOISE 82.9 81.2 77.6 73.3 81.9 82.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 661 1423 3066 6606
LDN 619 1334 2874 6192
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Acaia Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,300 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 730 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 80.2 78.3 75.8 70.9 79.3 79.8
MEDIUM TRUCKS 73.8 72.3 68.8 64.0 72.7 73.2
HEAVY TRUCKS 78.6 77.1 71.5 68.5 77.3 77.6
VEHICULAR NOISE 83.0 81.3 77.8 73.4 82.0 82.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 672 1448 3121 6723
LDN 630 1358 2925 6302
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,850 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 485 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.1 73.3 70.7 65.9 74.2 74.7
MEDIUM TRUCKS 70.2 68.6 65.1 60.4 69.1 69.5
HEAVY TRUCKS 75.7 74.2 68.6 65.6 74.4 74.7
VEHICULAR NOISE 79.0 77.4 73.5 69.3 77.9 78.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 360 775 1670 3599
LDN 338 729 1571 3384
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Ashland Ave to W. Griffith Way ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,600 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 560 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.7 73.9 71.4 66.5 74.9 75.4
MEDIUM TRUCKS 70.8 69.3 65.8 61.0 69.7 70.2
HEAVY TRUCKS 76.3 74.8 69.2 66.2 75.0 75.3
VEHICULAR NOISE 79.6 78.0 74.1 69.9 78.6 79.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 396 853 1838 3961
LDN 372 802 1729 3724
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Griffith Way to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,600 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 560 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 78.9 77.1 74.5 69.7 78.0 78.5
MEDIUM TRUCKS 72.5 71.0 67.5 62.7 71.5 71.9
HEAVY TRUCKS 77.3 75.8 70.2 67.2 76.1 76.4
VEHICULAR NOISE 81.8 80.1 76.5 72.2 80.7 81.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 554 1193 2570 5536
LDN 519 1118 2409 5189
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,900 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 490 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 75.2 73.3 70.8 65.9 74.3 74.8
MEDIUM TRUCKS 70.2 68.7 65.2 60.4 69.1 69.6
HEAVY TRUCKS 75.7 74.2 68.6 65.6 74.4 74.7
VEHICULAR NOISE 79.1 77.4 73.5 69.4 78.0 78.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 362 781 1682 3624
LDN 341 734 1581 3407
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Polk Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 3,750 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 375 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.0 72.2 69.6 64.8 73.1 73.6
MEDIUM TRUCKS 69.1 67.5 64.0 59.2 68.0 68.4
HEAVY TRUCKS 74.5 73.1 67.5 64.5 73.3 73.6
VEHICULAR NOISE 77.9 76.3 72.4 68.2 76.8 77.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 303 653 1407 3032
LDN 285 614 1323 2851
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT N. Parkway Drive to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 570 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.0 57.1 55.3 49.6 58.1 58.6
MEDIUM TRUCKS 54.5 53.0 49.4 42.9 52.6 53.2
HEAVY TRUCKS 50.5 44.9 53.9 23.0 46.7 50.6
VEHICULAR NOISE 60.8 58.7 58.3 50.4 59.4 60.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 22 48 104 223
LDN 20 42 91 196
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT W. Gettysburg to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,700 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 570 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.0 57.1 55.3 49.6 58.1 58.6
MEDIUM TRUCKS 54.5 53.0 49.4 42.9 52.6 53.2
HEAVY TRUCKS 50.5 44.9 53.9 23.0 46.7 50.6
VEHICULAR NOISE 60.8 58.7 58.3 50.4 59.4 60.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 22 48 104 223
LDN 20 42 91 196
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT W. Ashland Ave to W. Bellaire Way ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,800 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 780 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.4 58.5 56.7 50.9 59.4 60.0
MEDIUM TRUCKS 55.9 54.3 50.8 44.3 54.0 54.5
HEAVY TRUCKS 51.8 46.2 55.3 24.3 48.1 51.9
VEHICULAR NOISE 62.1 60.1 59.7 51.8 60.8 61.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 27 59 128 275
LDN 24 52 112 242
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT W. Bellaire Way to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,800 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 780 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.4 58.5 56.7 50.9 59.4 60.0
MEDIUM TRUCKS 55.9 54.3 50.8 44.3 54.0 54.5
HEAVY TRUCKS 51.8 46.2 55.3 24.3 48.1 51.9
VEHICULAR NOISE 62.1 60.1 59.7 51.8 60.8 61.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 27 59 128 275
LDN 24 52 112 242
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,800 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 580 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.9 54.0 52.2 46.5 55.0 55.5
MEDIUM TRUCKS 52.8 51.3 47.8 41.3 51.0 51.5
HEAVY TRUCKS 49.5 43.9 53.0 22.0 45.8 49.6
VEHICULAR NOISE 58.3 56.1 56.3 47.6 56.8 57.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 15 33 70 152
LDN 13 28 61 131
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Cornelia Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,600 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 560 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.0 57.0 55.3 49.5 58.0 58.6
MEDIUM TRUCKS 54.4 52.9 49.4 42.9 52.6 53.1
HEAVY TRUCKS 50.4 44.8 53.9 22.9 46.7 50.5
VEHICULAR NOISE 60.7 58.6 58.2 50.3 59.3 60.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 22 47 102 220
LDN 19 42 90 194
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Blythe Ave DATE: 9-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,700 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 670 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 93.400 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 3.200 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 3.400 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.5 74.7 72.1 67.3 75.6 76.1
MEDIUM TRUCKS 71.6 70.0 66.5 61.8 70.5 71.0
HEAVY TRUCKS 77.1 75.6 70.0 67.0 75.8 76.1
VEHICULAR NOISE 80.4 78.8 74.9 70.7 79.3 79.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 446 962 2072 4464
LDN 420 904 1948 4197
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Blythe Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,750 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 475 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.1 53.1 51.4 45.6 54.1 54.7
MEDIUM TRUCKS 52.0 50.4 46.9 40.4 50.1 50.6
HEAVY TRUCKS 48.6 43.0 52.1 21.1 44.9 48.7
VEHICULAR NOISE 57.4 55.3 55.4 46.8 55.9 56.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 13 29 62 133
LDN 11 25 53 115
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Blythe Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,900 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 490 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.2 53.3 51.5 45.7 54.2 54.8
MEDIUM TRUCKS 52.1 50.6 47.0 40.5 50.3 50.8
HEAVY TRUCKS 48.8 43.2 52.3 21.3 45.0 48.9
VEHICULAR NOISE 57.6 55.4 55.6 46.9 56.0 57.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 14 29 63 136
LDN 12 25 54 117
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Brawley Ave DATE: 9-Sep-20
SEGMENT N. Parkway Drive to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,600 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 660 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.5 54.6 52.8 47.0 55.5 56.1
MEDIUM TRUCKS 53.4 51.9 48.3 41.8 51.5 52.1
HEAVY TRUCKS 50.1 44.5 53.5 22.6 46.3 50.2
VEHICULAR NOISE 58.8 56.7 56.9 48.2 57.3 58.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 36 77 165
LDN 14 31 66 143
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Brawley Ave DATE: 9-Sep-20
SEGMENT W. Dakota Ave to W. Dayton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,350 RECEIVER DISTANCE = 101
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 101 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 635 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 100.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 100.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 100.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.3 54.3 52.6 46.8 55.3 55.9
MEDIUM TRUCKS 53.2 51.6 48.1 41.6 51.3 51.8
HEAVY TRUCKS 49.8 44.2 53.3 22.3 46.1 49.9
VEHICULAR NOISE 58.6 56.5 56.6 48.0 57.1 58.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 16 35 75 161
LDN 14 30 65 140
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Brawley Ave DATE: 9-Sep-20
SEGMENT W. Dayton Ave to W. Cortland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,350 RECEIVER DISTANCE = 102
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 102 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 635 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 101.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 101.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 101.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.4 57.5 55.7 49.9 58.4 59.0
MEDIUM TRUCKS 54.8 53.3 49.8 43.3 53.0 53.5
HEAVY TRUCKS 50.8 45.2 54.3 23.3 47.1 50.9
VEHICULAR NOISE 61.1 59.1 58.6 50.8 59.7 60.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 24 52 111 240
LDN 21 45 98 211
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Brawley Ave DATE: 9-Sep-20
SEGMENT W. Cortland Ave to W. Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,350 RECEIVER DISTANCE = 103
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 103 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 635 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 102.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 102.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 102.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.1 54.2 52.4 46.7 55.2 55.7
MEDIUM TRUCKS 53.0 51.5 48.0 41.5 51.2 51.7
HEAVY TRUCKS 49.7 44.1 53.2 22.2 46.0 49.8
VEHICULAR NOISE 58.5 56.3 56.5 47.8 57.0 57.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 16 35 75 161
LDN 14 30 65 139
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Brawley Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,000 RECEIVER DISTANCE = 104
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 104 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 600 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 103.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 103.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 103.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.8 53.9 52.1 46.4 54.8 55.4
MEDIUM TRUCKS 52.7 51.2 47.7 41.2 50.9 51.4
HEAVY TRUCKS 49.4 43.8 52.9 21.9 45.7 49.5
VEHICULAR NOISE 58.2 56.0 56.2 47.5 56.7 57.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 16 33 72 155
LDN 13 29 62 134
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Valentine Ave DATE: 9-Sep-20
SEGMENT N. Parkway Drive to W Shields Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,600 RECEIVER DISTANCE = 105
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 105 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 260 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 104.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 104.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 104.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.2 48.4 42.7 51.1 51.7
MEDIUM TRUCKS 49.0 47.5 44.0 37.5 47.2 47.7
HEAVY TRUCKS 45.7 40.1 49.2 18.2 42.0 45.8
VEHICULAR NOISE 54.5 52.3 52.5 43.8 53.0 53.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 9 19 41 89
LDN 8 17 36 77
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Valentine Ave DATE: 9-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,100 RECEIVER DISTANCE = 106
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 106 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 210 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 105.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 105.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 105.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 51.1 49.2 47.4 41.7 50.2 50.7
MEDIUM TRUCKS 48.0 46.5 43.0 36.5 46.2 46.7
HEAVY TRUCKS 44.7 39.1 48.2 17.2 41.0 44.8
VEHICULAR NOISE 53.5 51.4 51.5 42.8 52.0 52.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 17 36 77
LDN 7 14 31 67
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Marks Ave DATE: 9-Sep-20
SEGMENT W Princeton Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,100 RECEIVER DISTANCE = 107
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 107 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 910 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 106.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 106.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 106.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 57.5 55.5 53.8 48.0 56.5 57.1
MEDIUM TRUCKS 54.3 52.8 49.3 42.8 52.5 53.0
HEAVY TRUCKS 51.0 45.4 54.5 23.5 47.3 51.1
VEHICULAR NOISE 59.8 57.7 57.8 49.1 58.3 59.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 20 44 95 205
LDN 18 38 82 177
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 18-Sep-20
SEGMENT W. Herndon Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 81,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 8,100 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.9 72.5 71.7 67.6 75.1 75.6
MEDIUM TRUCKS 69.1 66.0 64.6 64.2 70.9 71.2
HEAVY TRUCKS 78.3 74.9 70.7 74.8 81.2 81.3
VEHICULAR NOISE 80.3 77.2 74.7 75.9 82.4 82.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 695 1497 3225 6948
LDN 675 1453 3131 6745
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 18-Sep-20
SEGMENT W. Shaw Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 77,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 7,700 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 74.7 72.3 71.5 67.4 74.9 75.4
MEDIUM TRUCKS 68.9 65.8 64.4 64.0 70.7 70.9
HEAVY TRUCKS 78.1 74.7 70.5 74.6 80.9 81.0
VEHICULAR NOISE 80.1 77.0 74.5 75.7 82.2 82.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 672 1447 3118 6718
LDN 652 1405 3027 6521
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 18-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 105,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,500 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.1 73.7 72.8 68.7 76.2 76.7
MEDIUM TRUCKS 70.2 67.1 65.8 65.4 72.0 72.3
HEAVY TRUCKS 79.5 76.1 71.9 75.9 82.3 82.4
VEHICULAR NOISE 81.4 78.4 75.8 77.0 83.6 83.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 826 1780 3834 8261
LDN 802 1728 3722 8019
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 18-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 104,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,400 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.0 73.6 72.8 68.7 76.2 76.7
MEDIUM TRUCKS 70.2 67.1 65.7 65.3 72.0 72.3
HEAVY TRUCKS 79.4 76.0 71.8 75.9 82.2 82.3
VEHICULAR NOISE 81.4 78.3 75.8 77.0 83.5 83.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 821 1768 3810 8208
LDN 797 1717 3698 7968
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY State Route 99 DATE: 18-Sep-20
SEGMENT W. Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 107,000 RECEIVER DISTANCE = 100
SPEED = 65 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 88 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 10,700 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.692 0.142 0.166 0.770 AUTOMOBILES = 2.00 89.8 - - MEDIUM TRUCKS 0.592 0.108 0.295 0.048 MEDIUM TRUCKS= 4.00 89.8 - - HEAVY TRUCKS 0.548 0.052 0.400 0.182 HEAVY TRUCKS = 8.01 89.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 76.1 73.8 72.9 68.8 76.3 76.8
MEDIUM TRUCKS 70.3 67.2 65.8 65.4 72.1 72.4
HEAVY TRUCKS 79.5 76.1 72.0 76.0 82.4 82.5
VEHICULAR NOISE 81.5 78.5 75.9 77.1 83.6 83.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 837 1802 3883 8365
LDN 812 1750 3769 8121
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Herndon Ave DATE: 18-Sep-20
SEGMENT N. Garfield Ave to N. Parkway Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 14.6 8.8 17.3 17.9
MEDIUM TRUCKS 15.2 13.7 10.1 3.6 13.3 13.9
HEAVY TRUCKS 11.9 6.3 15.3 -15.6 8.1 12.0
VEHICULAR NOISE 20.6 18.5 18.7 10.0 19.1 20.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 0
LDN 0 0 0 0
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 18-Sep-20
SEGMENT N Garfield Ave to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,683 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 668 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.6 54.6 52.9 47.1 55.6 56.2
MEDIUM TRUCKS 53.4 51.9 48.4 41.9 51.6 52.1
HEAVY TRUCKS 50.1 44.5 53.6 22.6 46.4 50.2
VEHICULAR NOISE 58.9 56.8 56.9 48.2 57.4 58.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 36 77 167
LDN 14 31 67 144
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,706 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 971 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.2 56.2 54.5 48.7 57.2 57.8
MEDIUM TRUCKS 55.1 53.5 50.0 43.5 53.2 53.7
HEAVY TRUCKS 51.7 46.1 55.2 24.2 48.0 51.8
VEHICULAR NOISE 60.5 58.4 58.5 49.9 59.0 60.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 21 46 99 214
LDN 19 40 86 185
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Bullard Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to SR-99 ENGINEER: M. Dickerson
LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 21.5 19.6 17.8 12.0 20.5 21.1
MEDIUM TRUCKS 16.9 15.4 11.9 5.4 15.1 15.6
HEAVY TRUCKS 12.9 7.3 16.4 -14.6 9.2 13.0
VEHICULAR NOISE 23.2 21.2 20.8 12.9 21.8 22.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 18-Sep-20
SEGMENT N Garfield to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1,310 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 131 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.7 50.7 49.0 43.2 51.7 52.3
MEDIUM TRUCKS 48.1 46.6 43.0 36.6 46.3 46.8
HEAVY TRUCKS 44.1 38.5 47.6 16.6 40.3 44.2
VEHICULAR NOISE 54.4 52.3 51.9 44.0 53.0 53.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 8 18 39 84
LDN 7 16 34 74
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 14,804 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,480 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.0 58.1 56.3 50.5 59.0 59.6
MEDIUM TRUCKS 56.9 55.4 51.8 45.3 55.1 55.6
HEAVY TRUCKS 53.6 48.0 57.1 26.1 49.8 53.7
VEHICULAR NOISE 62.4 60.2 60.4 51.7 60.8 61.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 28 61 132 283
LDN 25 53 114 245
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to N. Contessa Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 94.4 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 23.1 21.2 19.4 13.6 22.1 22.7
MEDIUM TRUCKS 18.0 16.5 12.9 6.4 16.1 16.7
HEAVY TRUCKS 13.7 8.1 17.1 -13.8 9.9 13.8
VEHICULAR NOISE 24.6 22.6 22.0 14.4 23.3 24.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Barstow Ave DATE: 18-Sep-20
SEGMENT N. Contessa Ave to N. Island Waterpark Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 21.6 19.7 17.9 12.1 20.6 21.2
MEDIUM TRUCKS 17.0 15.5 12.0 5.5 15.2 15.7
HEAVY TRUCKS 13.0 7.4 16.5 -14.5 9.3 13.1
VEHICULAR NOISE 23.3 21.3 20.9 13.0 22.0 22.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 18-Sep-20
SEGMENT N Garfield Ave to N. Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 16,820 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,682 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.5 58.7 56.1 51.3 59.6 60.1
MEDIUM TRUCKS 55.6 54.0 50.5 45.8 54.5 55.0
HEAVY TRUCKS 61.1 59.6 54.0 51.0 59.8 60.1
VEHICULAR NOISE 64.4 62.8 58.9 54.7 63.3 63.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 38 82 178 383
LDN 36 78 167 360
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 47,627 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,763 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.0 63.2 60.6 55.8 64.2 64.7
MEDIUM TRUCKS 60.1 58.6 55.1 50.3 59.0 59.5
HEAVY TRUCKS 65.6 64.1 58.5 55.5 64.3 64.6
VEHICULAR NOISE 68.9 67.3 63.4 59.2 67.9 68.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 77 165 356 766
LDN 72 155 334 720
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to 1,300 ft east of N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 45,973 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,597 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.9 63.0 60.5 55.6 64.0 64.5
MEDIUM TRUCKS 60.0 58.4 54.9 50.1 58.9 59.3
HEAVY TRUCKS 65.4 63.9 58.4 55.3 64.2 64.5
VEHICULAR NOISE 68.8 67.1 63.3 59.1 67.7 68.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 75 161 347 748
LDN 70 152 327 703
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 18-Sep-20
SEGMENT 1,300 ft east of N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 54,592 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 5,459 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.8 67.0 64.4 59.6 67.9 68.4
MEDIUM TRUCKS 62.4 60.9 57.4 52.6 61.4 61.8
HEAVY TRUCKS 67.2 65.7 60.1 57.1 66.0 66.2
VEHICULAR NOISE 71.6 70.0 66.4 62.0 70.6 71.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 117 253 544 1173
LDN 110 237 510 1099
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Shaw Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to State Route 99 ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 88,601 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 8,860 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 71.0 69.2 66.6 61.8 70.2 70.6
MEDIUM TRUCKS 64.7 63.1 59.6 54.8 63.6 64.0
HEAVY TRUCKS 69.4 68.0 62.4 59.3 68.2 68.5
VEHICULAR NOISE 73.9 72.2 68.6 64.3 72.8 73.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 165 355 765 1648
LDN 154 333 717 1545
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 18-Sep-20
SEGMENT 1,300 ft west of N. Bryan Ave to Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 6,954 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 695 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 56.7 54.8 53.0 47.2 55.7 56.3
MEDIUM TRUCKS 53.6 52.1 48.6 42.1 51.8 52.3
HEAVY TRUCKS 50.3 44.7 53.8 22.8 46.6 50.4
VEHICULAR NOISE 59.1 56.9 57.1 48.4 57.6 58.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 37 79 171
LDN 15 32 69 148
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,025 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,103 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.7 56.8 55.0 49.2 57.7 58.3
MEDIUM TRUCKS 55.6 54.1 50.6 44.1 53.8 54.3
HEAVY TRUCKS 52.3 46.7 55.8 24.8 48.6 52.4
VEHICULAR NOISE 61.1 58.9 59.1 50.4 59.6 60.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 23 50 108 233
LDN 20 43 94 202
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 18-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 18,739 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,874 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.0 59.1 57.3 51.6 60.0 60.6
MEDIUM TRUCKS 57.9 56.4 52.9 46.4 56.1 56.6
HEAVY TRUCKS 54.6 49.0 58.1 27.1 50.9 54.7
VEHICULAR NOISE 63.4 61.2 61.4 52.7 61.9 62.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 33 71 154 332
LDN 29 62 133 287
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Gettysburg Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to N. Barcus ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 9,002 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 900 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.1 59.2 57.4 51.7 60.2 60.7
MEDIUM TRUCKS 56.6 55.1 51.5 45.0 54.7 55.3
HEAVY TRUCKS 52.6 47.0 56.0 25.1 48.8 52.7
VEHICULAR NOISE 62.9 60.8 60.4 52.5 61.5 62.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 31 66 143 308
LDN 27 58 126 271
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Garfield to N. Grantland ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 14,056 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,406 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.1 61.2 59.4 53.6 62.1 62.7
MEDIUM TRUCKS 58.5 57.0 53.5 47.0 56.7 57.2
HEAVY TRUCKS 54.5 48.9 58.0 27.0 50.8 54.6
VEHICULAR NOISE 64.8 62.7 62.3 54.5 63.4 64.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 41 89 192 414
LDN 36 79 169 365
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 46,920 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,692 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.1 66.3 63.8 58.9 67.3 67.8
MEDIUM TRUCKS 61.8 60.2 56.7 52.0 60.7 61.1
HEAVY TRUCKS 66.6 65.1 59.5 56.5 65.3 65.6
VEHICULAR NOISE 71.0 69.3 65.7 61.4 70.0 70.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 106 228 492 1060
LDN 99 214 461 994
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 40,410 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,041 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.3 62.5 59.9 55.1 63.5 63.9
MEDIUM TRUCKS 59.4 57.8 54.3 49.6 58.3 58.8
HEAVY TRUCKS 64.9 63.4 57.8 54.8 63.6 63.9
VEHICULAR NOISE 68.2 66.6 62.7 58.5 67.1 67.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 69 148 319 687
LDN 65 139 300 646
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 44,366 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,437 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.7 62.9 60.3 55.5 63.9 64.4
MEDIUM TRUCKS 59.8 58.2 54.7 50.0 58.7 59.2
HEAVY TRUCKS 65.3 63.8 58.2 55.2 64.0 64.3
VEHICULAR NOISE 68.6 67.0 63.1 58.9 67.6 68.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 73 157 339 731
LDN 69 148 319 687
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 43,099 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,310 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.6 62.8 60.2 55.4 63.7 64.2
MEDIUM TRUCKS 59.7 58.1 54.6 49.8 58.6 59.0
HEAVY TRUCKS 65.1 63.7 58.1 55.1 63.9 64.2
VEHICULAR NOISE 68.5 66.9 63.0 58.8 67.4 67.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 72 154 333 717
LDN 67 145 313 674
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 58,827 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 5,883 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.0 64.1 61.6 56.7 65.1 65.6
MEDIUM TRUCKS 61.0 59.5 56.0 51.2 59.9 60.4
HEAVY TRUCKS 66.5 65.0 59.4 56.4 65.2 65.5
VEHICULAR NOISE 69.9 68.2 64.3 60.2 68.8 69.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 88 190 409 882
LDN 83 179 385 829
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Ashlan Ave DATE: 18-Sep-20
SEGMENT N. Blythe Ave to State Route 99 ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 66,788 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 6,679 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.5 64.7 62.1 57.3 65.6 66.1
MEDIUM TRUCKS 61.6 60.0 56.5 51.8 60.5 60.9
HEAVY TRUCKS 67.1 65.6 60.0 57.0 65.8 66.1
VEHICULAR NOISE 70.4 68.8 64.9 60.7 69.3 69.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 96 207 445 960
LDN 90 194 419 902
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N. Hayes Ave to N. Barcus Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 16,139 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,614 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.4 58.5 56.7 50.9 59.4 60.0
MEDIUM TRUCKS 57.3 55.8 52.2 45.7 55.4 56.0
HEAVY TRUCKS 54.0 48.4 57.4 26.5 50.2 54.1
VEHICULAR NOISE 62.7 60.6 60.7 52.1 61.2 62.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 30 65 139 300
LDN 26 56 121 260
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N. Barcus Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 16,139 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,614 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.6 61.6 59.9 54.1 62.6 63.2
MEDIUM TRUCKS 59.0 57.5 53.9 47.5 57.2 57.7
HEAVY TRUCKS 55.0 49.4 58.5 27.5 51.3 55.1
VEHICULAR NOISE 65.3 63.2 62.8 54.9 63.9 64.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 45 96 207 446
LDN 39 85 182 393
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 14,878 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,488 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.0 58.1 56.3 50.6 59.0 59.6
MEDIUM TRUCKS 56.9 55.4 51.9 45.4 55.1 55.6
HEAVY TRUCKS 53.6 48.0 57.1 26.1 49.9 53.7
VEHICULAR NOISE 62.4 60.2 60.4 51.7 60.9 61.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 28 61 132 284
LDN 25 53 114 246
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 14,338 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,434 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.9 57.9 56.2 50.4 58.9 59.5
MEDIUM TRUCKS 56.8 55.2 51.7 45.2 54.9 55.4
HEAVY TRUCKS 53.4 47.8 56.9 25.9 49.7 53.5
VEHICULAR NOISE 62.2 60.1 60.2 51.6 60.7 61.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 28 60 129 277
LDN 24 52 111 240
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N. Blythe Ave to N Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 13,124 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,312 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.5 57.6 55.8 50.0 58.5 59.1
MEDIUM TRUCKS 56.4 54.9 51.3 44.8 54.5 55.1
HEAVY TRUCKS 53.1 47.5 56.5 25.6 49.3 53.2
VEHICULAR NOISE 61.8 59.7 59.8 51.2 60.3 61.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 26 56 121 262
LDN 23 49 105 226
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Dakota Ave DATE: 18-Sep-20
SEGMENT N Brawley Ave to N. Parkway Drive ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 7,448 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 745 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 57.0 55.1 53.3 47.5 56.0 56.6
MEDIUM TRUCKS 53.9 52.4 48.9 42.4 52.1 52.6
HEAVY TRUCKS 50.6 45.0 54.1 23.1 46.9 50.7
VEHICULAR NOISE 59.4 57.2 57.4 48.7 57.9 58.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 18 39 83 179
LDN 16 33 72 155
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Garfield Ave to Grantland Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 14.6 8.8 17.3 17.9
MEDIUM TRUCKS 15.2 13.7 10.1 3.6 13.3 13.9
HEAVY TRUCKS 11.9 6.3 15.3 -15.6 8.1 12.0
VEHICULAR NOISE 20.6 18.5 18.7 10.0 19.1 20.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 0
LDN 0 0 0 0
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 13,365 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,337 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.6 57.6 55.9 50.1 58.6 59.2
MEDIUM TRUCKS 56.5 54.9 51.4 44.9 54.6 55.1
HEAVY TRUCKS 53.1 47.5 56.6 25.6 49.4 53.2
VEHICULAR NOISE 61.9 59.8 59.9 51.2 60.4 61.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 26 57 123 265
LDN 23 49 106 229
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 15,656 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,566 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 60.2 58.3 56.6 50.8 59.3 59.9
MEDIUM TRUCKS 57.1 55.6 52.1 45.6 55.3 55.8
HEAVY TRUCKS 53.8 48.2 57.3 26.3 50.1 53.9
VEHICULAR NOISE 62.6 60.5 60.6 51.9 61.1 62.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 29 63 137 294
LDN 25 55 118 255
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 12,337 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,234 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.2 57.3 55.5 49.7 58.2 58.8
MEDIUM TRUCKS 56.1 54.6 51.0 44.6 54.3 54.8
HEAVY TRUCKS 52.8 47.2 56.3 25.3 49.0 52.9
VEHICULAR NOISE 61.6 59.4 59.6 50.9 60.1 61.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 25 54 116 251
LDN 22 47 101 217
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to N. Dante Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,436 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,144 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.8 62.9 61.1 55.3 63.8 64.4
MEDIUM TRUCKS 60.2 58.7 55.2 48.7 58.4 58.9
HEAVY TRUCKS 56.2 50.6 59.7 28.7 52.5 56.3
VEHICULAR NOISE 66.5 64.5 64.1 56.2 65.1 66.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 54 116 250 539
LDN 47 102 220 475
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Dante Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,436 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,144 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.8 62.9 61.1 55.3 63.8 64.4
MEDIUM TRUCKS 60.2 58.7 55.2 48.7 58.4 58.9
HEAVY TRUCKS 56.2 50.6 59.7 28.7 52.5 56.3
VEHICULAR NOISE 66.5 64.5 64.1 56.2 65.1 66.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 54 116 250 539
LDN 47 102 220 475
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Cornelia Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 19,552 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,955 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.2 59.3 57.5 51.7 60.2 60.8
MEDIUM TRUCKS 58.1 56.6 53.0 46.6 56.3 56.8
HEAVY TRUCKS 54.8 49.2 58.3 27.3 51.0 54.9
VEHICULAR NOISE 63.6 61.4 61.6 52.9 62.1 63.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 34 73 158 341
LDN 30 64 137 295
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Blythe Ave to N. Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,141 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,114 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.6 59.6 57.9 52.1 60.6 61.2
MEDIUM TRUCKS 58.4 56.9 53.4 46.9 56.6 57.1
HEAVY TRUCKS 55.1 49.5 58.6 27.6 51.4 55.2
VEHICULAR NOISE 63.9 61.8 61.9 53.2 62.4 63.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 36 77 167 359
LDN 31 67 144 311
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N Brawley Ave to N. Valentine Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 19,787 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,979 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.3 59.3 57.6 51.8 60.3 60.9
MEDIUM TRUCKS 58.2 56.6 53.1 46.6 56.3 56.8
HEAVY TRUCKS 54.8 49.2 58.3 27.3 51.1 54.9
VEHICULAR NOISE 63.6 61.5 61.6 53.0 62.1 63.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 34 74 160 344
LDN 30 64 138 298
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Sheilds Ave DATE: 18-Sep-20
SEGMENT N. Valentine Ave to N. Marks Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 19,278 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,928 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.2 59.2 57.5 51.7 60.2 60.8
MEDIUM TRUCKS 58.0 56.5 53.0 46.5 56.2 56.7
HEAVY TRUCKS 54.7 49.1 58.2 27.2 51.0 54.8
VEHICULAR NOISE 63.5 61.4 61.5 52.8 62.0 62.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 34 73 157 338
LDN 29 63 136 293
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Grantland Ave to N. Bryan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 2,448 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 245 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 52.1 50.3 47.8 42.9 51.3 51.8
MEDIUM TRUCKS 47.2 45.7 42.2 37.4 46.1 46.6
HEAVY TRUCKS 52.7 51.2 45.6 42.6 51.4 51.7
VEHICULAR NOISE 56.0 54.4 50.5 46.4 55.0 55.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 11 23 49 106
LDN 10 21 46 100
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Bryan Ave to N. Hayes Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 10,251 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,025 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.4 56.5 54.0 49.1 57.5 58.0
MEDIUM TRUCKS 53.4 51.9 48.4 43.6 52.4 52.8
HEAVY TRUCKS 58.9 57.4 51.8 48.8 57.6 57.9
VEHICULAR NOISE 62.3 60.6 56.7 52.6 61.2 61.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 28 59 128 275
LDN 26 56 120 259
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Hayes Ave to N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,239 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,124 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.8 56.9 54.4 49.5 57.9 58.4
MEDIUM TRUCKS 53.8 52.3 48.8 44.0 52.8 53.2
HEAVY TRUCKS 59.3 57.8 52.2 49.2 58.0 58.3
VEHICULAR NOISE 62.7 61.0 57.1 53.0 61.6 62.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 29 63 136 293
LDN 28 59 128 275
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Polk Ave to 1900 ft east of N. Polk Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 13,878 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,388 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 59.7 57.8 55.3 50.4 58.8 59.3
MEDIUM TRUCKS 54.7 53.2 49.7 44.9 53.7 54.1
HEAVY TRUCKS 60.2 58.7 53.2 50.1 59.0 59.3
VEHICULAR NOISE 63.6 61.9 58.0 53.9 62.5 62.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 34 73 156 337
LDN 32 68 147 317
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT 1900 east of N. Polk Ave to N. Cornelia Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,298 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,130 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.7 62.9 60.3 55.5 63.9 64.3
MEDIUM TRUCKS 58.3 56.8 53.3 48.5 57.3 57.7
HEAVY TRUCKS 63.1 61.6 56.1 53.0 61.9 62.2
VEHICULAR NOISE 67.6 65.9 62.3 58.0 66.5 66.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 63 135 291 626
LDN 59 126 272 587
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Cornelia Ave to N. Milburn Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 24,727 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,473 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 94.4 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.0 65.2 62.6 57.8 66.1 66.6
MEDIUM TRUCKS 60.0 58.5 55.0 50.2 59.0 59.4
HEAVY TRUCKS 64.5 63.0 57.4 54.4 63.3 63.6
VEHICULAR NOISE 69.5 67.8 64.3 59.9 68.5 68.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 84 182 392 844
LDN 79 170 367 790
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Milburn Ave to N. Blythe Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 29,368 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,937 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.2 64.4 61.8 57.0 65.4 65.9
MEDIUM TRUCKS 59.9 58.3 54.8 50.0 58.8 59.2
HEAVY TRUCKS 64.6 63.2 57.6 54.6 63.4 63.7
VEHICULAR NOISE 69.1 67.4 63.8 59.5 68.0 68.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 79 170 366 789
LDN 74 159 343 740
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Blythe Ave to N Sonora Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 24,727 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,473 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 94.4 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.0 65.2 62.6 57.8 66.1 66.6
MEDIUM TRUCKS 60.0 58.5 55.0 50.2 59.0 59.4
HEAVY TRUCKS 64.5 63.0 57.4 54.4 63.3 63.6
VEHICULAR NOISE 69.5 67.8 64.3 59.9 68.5 68.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 84 182 392 844
LDN 79 170 367 790
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Sonora Ave to N Brawley Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 24,727 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,473 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.5 63.6 61.1 56.2 64.6 65.1
MEDIUM TRUCKS 59.1 57.6 54.1 49.3 58.0 58.5
HEAVY TRUCKS 63.9 62.4 56.8 53.8 62.6 62.9
VEHICULAR NOISE 68.3 66.6 63.1 58.7 67.3 67.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 70 152 327 704
LDN 66 142 306 660
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N Brawley Ave to N. Knoll Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 29,368 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 44 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,937 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 97.6 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 97.6 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 97.6 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.2 64.4 61.8 57.0 65.4 65.9
MEDIUM TRUCKS 59.9 58.3 54.8 50.0 58.8 59.2
HEAVY TRUCKS 64.6 63.2 57.6 54.6 63.4 63.7
VEHICULAR NOISE 69.1 67.4 63.8 59.5 68.0 68.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 79 170 366 789
LDN 74 159 343 740
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Knoll Ave to 850 ft east of N. Knoll Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 29,368 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,937 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 66.1 64.3 61.7 56.9 65.2 65.7
MEDIUM TRUCKS 59.7 58.2 54.7 49.9 58.7 59.1
HEAVY TRUCKS 64.5 63.0 57.4 54.4 63.3 63.6
VEHICULAR NOISE 69.0 67.3 63.7 59.4 67.9 68.3
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 78 167 360 776
LDN 73 157 337 727
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT 850 east of N. Knoll Ave to N. Valentine Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 29,368 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,937 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.9 61.1 58.5 53.7 62.1 62.6
MEDIUM TRUCKS 58.0 56.5 53.0 48.2 56.9 57.4
HEAVY TRUCKS 63.5 62.0 56.4 53.4 62.2 62.5
VEHICULAR NOISE 66.8 65.2 61.3 57.1 65.8 66.2
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 55 120 258 555
LDN 52 112 242 522
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Valentine Ave to N. Marks Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 39,715 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 3,972 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.4 65.6 63.0 58.2 66.6 67.0
MEDIUM TRUCKS 61.1 59.5 56.0 51.2 60.0 60.4
HEAVY TRUCKS 65.8 64.4 58.8 55.7 64.6 64.9
VEHICULAR NOISE 70.3 68.6 65.0 60.7 69.2 69.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 95 204 440 949
LDN 89 192 413 889
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY W. Clinton Ave DATE: 18-Sep-20
SEGMENT N. Marks Ave to W. Vassar Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 58,312 RECEIVER DISTANCE = 100
SPEED = 50 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 66 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 5,831 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 94.4 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 94.4 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 94.4 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 70.7 68.9 66.4 61.5 69.9 70.4
MEDIUM TRUCKS 63.8 62.2 58.7 53.9 62.7 63.1
HEAVY TRUCKS 68.3 66.8 61.2 58.2 67.0 67.3
VEHICULAR NOISE 73.2 71.5 68.0 63.6 72.2 72.6
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 149 322 694 1495
LDN 140 302 650 1400
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Herndon Ave to W. Bullard Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,249 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 425 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.5 52.7 50.2 45.3 53.7 54.2
MEDIUM TRUCKS 49.6 48.1 44.6 39.8 48.5 49.0
HEAVY TRUCKS 55.1 53.6 48.0 45.0 53.8 54.1
VEHICULAR NOISE 58.4 56.8 52.9 48.8 57.4 57.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 15 33 71 153
LDN 14 31 67 144
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Bullard Ave to W. Barstow Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,862 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 486 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.1 53.3 50.7 45.9 54.3 54.7
MEDIUM TRUCKS 50.2 48.6 45.1 40.4 49.1 49.6
HEAVY TRUCKS 55.7 54.2 48.6 45.6 54.4 54.7
VEHICULAR NOISE 59.0 57.4 53.5 49.3 58.0 58.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 36 78 167
LDN 16 34 73 157
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Barstow Ave to 1,000 ft south of W. Barston Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,253 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 525 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.6 56.8 54.3 49.4 57.8 58.3
MEDIUM TRUCKS 52.3 50.7 47.2 42.4 51.2 51.6
HEAVY TRUCKS 57.0 55.6 50.0 47.0 55.8 56.1
VEHICULAR NOISE 61.5 59.8 56.2 51.9 60.4 60.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 25 53 114 246
LDN 23 50 107 231
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT 1,000 ft south of W. Barstow Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,253 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 525 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 58.6 56.8 54.3 49.4 57.8 58.3
MEDIUM TRUCKS 52.3 50.7 47.2 42.4 51.2 51.6
HEAVY TRUCKS 57.0 55.6 50.0 47.0 55.8 56.1
VEHICULAR NOISE 61.5 59.8 56.2 51.9 60.4 60.9
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 25 53 114 246
LDN 23 50 107 231
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Shaw Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,702 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 570 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.8 54.0 51.4 46.6 54.9 55.4
MEDIUM TRUCKS 50.9 49.3 45.8 41.1 49.8 50.3
HEAVY TRUCKS 56.4 54.9 49.3 46.3 55.1 55.4
VEHICULAR NOISE 59.7 58.1 54.2 50.0 58.6 59.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 19 40 86 186
LDN 17 38 81 175
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 5,381 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 538 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.6 53.7 51.2 46.3 54.7 55.2
MEDIUM TRUCKS 50.6 49.1 45.6 40.8 49.6 50.0
HEAVY TRUCKS 56.1 54.6 49.0 46.0 54.8 55.1
VEHICULAR NOISE 59.5 57.8 53.9 49.8 58.4 58.8
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 18 39 83 179
LDN 17 36 78 168
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Ashlan Ave to W. Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 13.9 9.0 17.4 17.9
MEDIUM TRUCKS 13.3 11.8 8.3 3.5 12.2 12.7
HEAVY TRUCKS 18.8 17.3 11.7 8.7 17.5 17.8
VEHICULAR NOISE 22.2 20.5 16.6 12.5 21.1 21.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N Garfield Ave DATE: 18-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,998 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 500 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 55.2 53.4 50.9 46.0 54.4 54.9
MEDIUM TRUCKS 50.3 48.8 45.3 40.5 49.2 49.7
HEAVY TRUCKS 55.8 54.3 48.7 45.7 54.5 54.8
VEHICULAR NOISE 59.1 57.5 53.6 49.5 58.1 58.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 17 37 79 170
LDN 16 35 74 160
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Parkway Drive DATE: 18-Sep-20
SEGMENT N Herndon Ave to W. Herndon Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 4,166 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 417 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 54.5 52.6 50.1 45.2 53.6 54.1
MEDIUM TRUCKS 49.5 48.0 44.5 39.7 48.4 48.9
HEAVY TRUCKS 55.0 53.5 47.9 44.9 53.7 54.0
VEHICULAR NOISE 58.4 56.7 52.8 48.7 57.3 57.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 15 33 70 151
LDN 14 31 66 142
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT N. Parkway Drive to W. Bullard Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 18.3 16.4 14.6 8.8 17.3 17.9
MEDIUM TRUCKS 15.2 13.7 10.1 3.6 13.3 13.9
HEAVY TRUCKS 11.9 6.3 15.3 -15.6 8.1 12.0
VEHICULAR NOISE 20.6 18.5 18.7 10.0 19.1 20.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 0
LDN 0 0 0 0
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Bullard Ave to W. Barstow Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 11,947 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,195 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 62.2 60.4 57.8 53.0 61.3 61.8
MEDIUM TRUCKS 55.8 54.3 50.8 46.0 54.8 55.2
HEAVY TRUCKS 60.6 59.1 53.5 50.5 59.4 59.7
VEHICULAR NOISE 65.1 63.4 59.8 55.5 64.0 64.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 43 92 198 426
LDN 40 86 185 399
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Barstow Ave to W. Shaw Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 15,386 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 1,539 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 63.3 61.5 58.9 54.1 62.4 62.9
MEDIUM TRUCKS 56.9 55.4 51.9 47.1 55.9 56.3
HEAVY TRUCKS 61.7 60.2 54.6 51.6 60.5 60.7
VEHICULAR NOISE 66.1 64.5 60.9 56.5 65.1 65.5
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 50 109 234 504
LDN 47 102 219 472
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Shaw Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 45,056 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,506 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 64.8 63.0 60.4 55.5 63.9 64.4
MEDIUM TRUCKS 59.9 58.3 54.8 50.0 58.8 59.2
HEAVY TRUCKS 65.3 63.9 58.3 55.3 64.1 64.4
VEHICULAR NOISE 68.7 67.1 63.2 59.0 67.6 68.0
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 74 159 343 738
LDN 69 150 322 694
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Gettysburg Ave to W. Ashlan Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 55,863 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 5,586 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 68.9 67.1 64.5 59.7 68.0 68.5
MEDIUM TRUCKS 62.5 61.0 57.5 52.7 61.5 61.9
HEAVY TRUCKS 67.3 65.8 60.2 57.2 66.1 66.3
VEHICULAR NOISE 71.7 70.1 66.5 62.1 70.7 71.1
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 119 257 553 1191
LDN 112 240 518 1116
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Ashlan Ave to W Dakota Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 1 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 0 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 21.4 19.6 17.0 12.2 20.6 21.1
MEDIUM TRUCKS 15.1 13.5 10.0 5.2 14.0 14.4
HEAVY TRUCKS 19.8 18.4 12.8 9.8 18.6 18.9
VEHICULAR NOISE 24.3 22.6 19.0 14.7 23.2 23.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 0 0 0 1
LDN 0 0 0 1
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W. Dakota Ave to W. Sheilds Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 40,268 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 4,027 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 67.5 65.6 63.1 58.2 66.6 67.1
MEDIUM TRUCKS 61.1 59.6 56.1 51.3 60.0 60.5
HEAVY TRUCKS 65.9 64.4 58.8 55.8 64.6 64.9
VEHICULAR NOISE 70.3 68.7 65.1 60.7 69.3 69.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 96 206 444 957
LDN 90 193 416 897
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Grantland Ave DATE: 18-Sep-20
SEGMENT W Shields Ave to W. Clinton Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 25,521 RECEIVER DISTANCE = 100
SPEED = 45 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 24 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,552 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.785 0.109 0.107 0.934 AUTOMOBILES = 2.00 99.3 - - MEDIUM TRUCKS 0.840 0.094 0.094 0.032 MEDIUM TRUCKS= 4.00 99.3 - - HEAVY TRUCKS 0.853 0.059 0.088 0.034 HEAVY TRUCKS = 8.01 99.3 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 65.5 63.7 61.1 56.3 64.6 65.1
MEDIUM TRUCKS 59.1 57.6 54.1 49.3 58.1 58.5
HEAVY TRUCKS 63.9 62.4 56.8 53.8 62.6 62.9
VEHICULAR NOISE 68.3 66.7 63.1 58.7 67.3 67.7
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 71 152 328 706
LDN 66 143 307 662
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 18-Sep-20
SEGMENT W. Shaw Ave to W. Santa Ana Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative
NOISE INPUT DATA
ROADWAY CONDITIONS RECEIVER INPUT DATA
0 ADT = 21,311 RECEIVER DISTANCE = 100
SPEED = 35 DIST C/L TO WALL = 0
PK HR % = 10 RECEIVER HEIGHT = 5
NEAR LANE/FAR LANE DIST = 12 WALL DISTANCE FROM RECEIVER = 100 ROAD ELEVATION = 0 PAD ELEVATION = 0
GRADE = 0 ROADWAY VIEW: LF ANGLE -90
PK HR VOL = 2,131 RT ANGLE 90
DF ANGLE 180
SITE CONDITIONS WALL INFORMATION
AUTOMOBILES 15 HTH WALL = 0 FT
MED TRUCKS 15 (HARD SITE=10, SOFT SITE=15) AMBIENT = 0
HVY TRUCKS 15 BARRIER = 0 (0=WALL,1=BERM)
MISC. VEHICLE INFO
VEHICLE TYPE DAY EVE NIGHT DAILY VEHICLE TYPE HEIGHT SLE DISTANCE GRADE ADJUSTMENT AUTOMOBILES 0.770 0.128 0.101 0.944 AUTOMOBILES = 2.00 99.9 - - MEDIUM TRUCKS 0.846 0.093 0.063 0.049 MEDIUM TRUCKS= 4.00 99.8 - - HEAVY TRUCKS 0.330 0.667 0.002 0.007 HEAVY TRUCKS = 8.01 99.9 0.0
NOISE OUTPUT DATA
NOISE IMPACTS (WITHOUT TOPO OR BARRIER SHIELDING)
VEHICLE TYPE PK HR LEQ DAY LEQ EVEN LEQ NIGHT LEQ LDN CNEL AUTOMOBILES 61.6 59.7 57.9 52.1 60.6 61.2
MEDIUM TRUCKS 58.5 57.0 53.4 46.9 56.6 57.2
HEAVY TRUCKS 55.2 49.6 58.6 27.7 51.4 55.3
VEHICULAR NOISE 63.9 61.8 61.9 53.3 62.4 63.4
NOISE CONTOUR (FT)
NOISE LEVELS 70 dBA 65 dBA 60 dBA 55 dBA
CNEL 36 78 168 361
LDN 31 67 145 313
VEHICLE MIX DATA
FHWA-RD-77-108 ROADWAY TRAFFIC NOISE PREDICTION MODEL (CNEL) - CALVENO PROJECT: West Area Specific Plan JOB #: 0462-19-01
ROADWAY N. Bryan Ave DATE: 18-Sep-20
SEGMENT W. Santa Ana Ave to W. Gettysburg Ave ENGINEER: M. Dickerson LOCATION: City of Fresno, CA SCENARIO: Existing + Project + Cumulative