Cities Index.
Agenda packet

Ontario City Council
March 18, 2025

Document
Agenda packet
Meeting
March 18, 2025
Body
Ontario City Council
Pages
78
Original file
634.6 MB
Text extracted from the city's file for reading and search. Open the original on d3n9y02raazwpg.cloudfront.net. That file is the official record.

Heavy Trucks:

Autos:

VehicleType

79.45 -19.34 -0.87 -1.20 0.000 0.000

84.25 -23.30 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.3 62.4 60.6 54.5 63.2 63.8

58.0 58.9

56.5 50.2 48.6 57.1 57.3

57.5 48.4 49.7 58.0 58.2
Vehicle Noise: 66.1 64.4 61.2 56.5 65.1 65.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
28 61 131 282
30 65 140 302
Monday, May 6, 2024
142
6607
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Holt Blvd.

Scenario: E + Parcel 109
10,890

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,089 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-1.58
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.82 -0.87 -1.20 0.000 0.000

84.25 -22.77 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.8 62.9 61.1 55.1 63.7 64.3

58.6 59.4

57.0 50.7 49.1 57.6 57.8

58.0 48.9 50.2 58.5 58.7
Vehicle Noise: 66.6 64.9 61.7 57.1 65.6 66.1
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
31 66 142 305
33 71 152 328
Monday, May 6, 2024
143
6608
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Convetion Center Way
Road Name: Holt Blvd.

Scenario: E + Parcel 109
10,300

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,030 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-1.82
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -19.06 -0.87 -1.20 0.000 0.000

84.25 -23.02 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.5 62.6 60.9 54.8 63.4 64.1

58.3 59.2

56.8 50.4 48.9 57.4 57.6

57.7 48.7 50.0 58.3 58.4
Vehicle Noise: 66.4 64.6 61.5 56.8 65.4 65.8
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
29 63 137 294
32 68 147 316
Monday, May 6, 2024
144
6609
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Inland Empire Blvd.

Road Name: Vineyard Ave.

Scenario: E + Parcel 210
9,490

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 949 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-2.18
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -19.42 -1.84 -1.20 0.000 0.000

84.25 -23.37 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.2 61.3 59.6 53.5 62.1 62.7

57.0 57.8

55.5 49.1 47.6 56.0 56.3

56.4 47.4 48.6 57.0 57.1
Vehicle Noise: 65.1 63.3 60.2 55.5 64.0 64.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
30 66 141 305
33 70 152 327
Monday, May 6, 2024
145
6610
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Inland Empire Blvd.

Road Name: Vineyard Ave.

Scenario: E + Parcel 210
19,230

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,923 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.89 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.35 -1.84 -1.20 0.000 0.000

84.25 -20.31 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

66.3 64.4 62.6 56.6 65.2 65.8

60.1 60.9

58.6 52.2 50.6 59.1 59.3

59.5 50.4 51.7 60.1 60.2
Vehicle Noise: 68.1 66.4 63.3 58.6 67.1 67.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
49 105 227 488
52 113 243 523
Monday, May 6, 2024
146
6611
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 WB Ramp
Road Name: Vineyard Ave.

Scenario: E + Parcel 210
16,220

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,622 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.15 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -17.09 -1.84 -1.20 0.000 0.000

84.25 -21.04 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.6 63.7 61.9 55.8 64.5 65.1

59.3 60.2

57.8 51.5 49.9 58.4 58.6

58.7 49.7 51.0 59.3 59.4
Vehicle Noise: 67.4 65.7 62.5 57.8 66.4 66.8
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
44 94 202 436
47 101 217 467
Monday, May 6, 2024
147
6612
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 EB Ramp
Road Name: Vineyard Ave.

Scenario: E + Parcel 210
12,380

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,238 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-1.02
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.26 -1.84 -1.20 0.000 0.000

84.25 -22.22 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.4 62.5 60.7 54.7 63.3 63.9

58.2 59.0

56.6 50.3 48.7 57.2 57.4

57.6 48.5 49.8 58.1 58.3
Vehicle Noise: 66.2 64.5 61.3 56.7 65.2 65.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
36 78 169 364
39 84 181 390
Monday, May 6, 2024
148
6613
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: G St.

Road Name: Vineyard Ave.

Scenario: E + Parcel 210
10,290

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,029 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-1.83
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -19.07 -1.84 -1.20 0.000 0.000

84.25 -23.02 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.6 61.7 59.9 53.9 62.5 63.1

57.3 58.2

55.8 49.5 47.9 56.4 56.6

56.8 47.7 49.0 57.3 57.5
Vehicle Noise: 65.4 63.7 60.5 55.9 64.4 64.9
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
32 69 149 322
35 74 160 345
Monday, May 6, 2024
149
6614
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: D St.

Road Name: Vineyard Ave.

Scenario: E + Parcel 210
6,720

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 672 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-3.68
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -20.92 -1.84 -1.20 0.000 0.000

84.25 -24.87 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.7 59.8 58.1 52.0 60.6 61.2

55.5 56.3

54.0 47.6 46.1 54.5 54.8

54.9 45.9 47.1 55.5 55.6
Vehicle Noise: 63.6 61.8 58.7 54.0 62.5 63.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
24 52 112 242
26 56 121 260
Monday, May 6, 2024
150
6615
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Holt Blvd.

Road Name: Vineyard Ave.

Scenario: E + Parcel 210
5,820

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 582 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-4.30
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -21.54 -1.84 -1.20 0.000 0.000

84.25 -25.50 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.1 59.2 57.5 51.4 60.0 60.6

54.9 55.7

53.4 47.0 45.5 53.9 54.2

54.3 45.3 46.5 54.9 55.0
Vehicle Noise: 63.0 61.2 58.1 53.4 61.9 62.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
22 47 102 220
24 51 110 236
Monday, May 6, 2024
151
6616
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 Ramps
Road Name: Archibold Ave.

Scenario: E + Parcel 210
20,360

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 2,036 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.68 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -16.56 -1.84 -1.20 0.000 0.000

85.38 -20.51 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

67.8 65.9 64.2 58.1 66.7 67.3

61.4 61.8

59.9 53.5 52.0 60.5 60.7

60.4 51.4 52.6 61.0 61.1
Vehicle Noise: 69.5 67.8 64.7 60.0 68.5 69.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
60 130 280 604
65 140 301 649
Monday, May 6, 2024
152
6617
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 Ramps
Road Name: Archibold Ave.

Scenario: E + Parcel 210
18,920

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,892 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.36 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -16.88 -1.84 -1.20 0.000 0.000

85.38 -20.83 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

67.5 65.6 63.9 57.8 66.4 67.0

61.1 61.5

59.6 53.2 51.7 60.1 60.4

60.1 51.0 52.3 60.6 60.8
Vehicle Noise: 69.2 67.5 64.4 59.6 68.2 68.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
58 124 267 575
62 133 287 618
Monday, May 6, 2024
153
6618
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Guasti Rd.

Road Name: Archibold Ave.

Scenario: E + Parcel 210
12,090

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,209 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-1.58
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -18.82 -1.84 -1.20 0.000 0.000

85.38 -22.78 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.6 63.7 61.9 55.9 64.5 65.1

59.1 59.6

57.6 51.3 49.7 58.2 58.4

58.1 49.1 50.3 58.7 58.8
Vehicle Noise: 67.3 65.5 62.5 57.7 66.2 66.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
43 92 198 427
46 99 213 458
Monday, May 6, 2024
154
6619
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Inland Empire Blvd.

Scenario: E + Parcel 210
4,890

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 489 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-5.06
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -22.30 0.91 -1.20 0.000 0.000

84.25 -26.25 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.1 61.2 59.4 53.4 62.0 62.6

56.9 57.7

55.4 49.0 47.4 55.9 56.1

56.3 47.3 48.5 56.9 57.0
Vehicle Noise: 64.9 63.2 60.0 55.4 63.9 64.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
20 42 91 196
21 45 98 210
Monday, May 6, 2024
155
6620
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: G St.

Scenario: E + Parcel 210
3,690

10.00%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 369 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 30.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-5.77
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

3.26 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -23.01 3.33 -1.20 0.000 0.000

82.99 -26.96 3.32 -1.20 0.000 0.000
-4.49
-4.86
-5.77
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

29.816

29.518

29.547
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.8 60.9 59.1 53.1 61.7 62.3

56.8 58.2

55.3 49.0 47.4 55.9 56.1

56.7 47.7 48.9 57.3 57.4
Vehicle Noise: 64.8 63.1 59.8 55.3 63.8 64.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
12 25 54 116
12 27 58 124
Monday, May 6, 2024
156
6621
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: D St.

Scenario: E + Parcel 210
3,140

10.00%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 314 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 30.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-6.47
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

3.26 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -23.71 3.33 -1.20 0.000 0.000

82.99 -27.66 3.32 -1.20 0.000 0.000
-4.49
-4.86
-5.77
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

29.816

29.518

29.547
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.1 60.2 58.4 52.4 61.0 61.6

56.1 57.5

54.6 48.3 46.7 55.2 55.4

56.0 47.0 48.2 56.6 56.7
Vehicle Noise: 64.1 62.4 59.1 54.6 63.1 63.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
10 22 48 104
11 24 52 112
Monday, May 6, 2024
157
6622
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Convention Center Way
Scenario: E + Parcel 210
3,650

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 365 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 38 feet
REMEL Traffic Flow Distance
-5.82
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.37 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -23.05 0.39 -1.20 0.000 0.000

82.99 -27.01 0.39 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

46.519

46.328

46.347
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.9 58.0 56.2 50.1 58.8 59.4

53.9 55.2

52.3 46.0 44.4 52.9 53.1

53.8 44.7 46.0 54.3 54.4
Vehicle Noise: 61.9 60.1 56.9 52.3 60.9 61.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
12 26 57 123
13 28 61 132
Monday, May 6, 2024
158
6623
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Kline St.

Road Name: Convention Center Way
Scenario: E + Parcel 210
3,400

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 340 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 38 feet
REMEL Traffic Flow Distance
-6.12
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.37 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -23.36 0.39 -1.20 0.000 0.000

82.99 -27.32 0.39 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

46.519

46.328

46.347
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.6 57.7 55.9 49.8 58.5 59.1

53.5 54.9

52.0 45.7 44.1 52.6 52.8

53.4 44.4 45.7 54.0 54.1
Vehicle Noise: 61.6 59.8 56.6 52.0 60.5 61.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
12 25 54 117
13 27 58 125
Monday, May 6, 2024
159
6624
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Holt Blvd.

Road Name: Guasti Rd.

Scenario: E + Parcel 210
2,890

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 289 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-6.83
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -24.07 0.91 -1.20 0.000 0.000

82.99 -28.02 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.4 57.5 55.7 49.6 58.3 58.9

53.4 54.7

51.8 45.5 43.9 52.4 52.6

53.3 44.2 45.5 53.8 54.0
Vehicle Noise: 61.4 59.6 56.4 51.8 60.4 60.8
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
11 25 53 114
12 26 57 122
Monday, May 6, 2024
160
6625
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Cardena's Dwy.

Road Name: Guasti Rd.

Scenario: E + Parcel 210
2,600

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 260 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-7.29
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -24.53 0.91 -1.20 0.000 0.000

82.99 -28.48 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.9 57.0 55.2 49.2 57.8 58.4

52.9 54.2

51.4 45.0 43.5 51.9 52.2

52.8 43.8 45.0 53.4 53.5
Vehicle Noise: 60.9 59.2 55.9 51.4 59.9 60.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
11 23 49 106
11 24 53 114
Monday, May 6, 2024
161
6626
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Archibold Ave.

Road Name: Guasti Rd.

Scenario: E + Parcel 210
7,550

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 755 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-2.66
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -19.90 0.91 -1.20 0.000 0.000

82.99 -23.85 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.5 61.6 59.9 53.8 62.4 63.0

57.5 58.8

56.0 49.7 48.1 56.6 56.8

57.4 48.4 49.6 58.0 58.1
Vehicle Noise: 65.5 63.8 60.5 56.0 64.5 65.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
22 46 100 216
23 50 107 231
Monday, May 6, 2024
162
6627
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Holt Blvd.

Scenario: E + Parcel 210
12,070

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,207 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-1.13
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.37 -0.87 -1.20 0.000 0.000

84.25 -22.33 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.2 63.3 61.6 55.5 64.1 64.7

59.0 59.8

57.5 51.1 49.6 58.1 58.3

58.4 49.4 50.6 59.0 59.1
Vehicle Noise: 67.1 65.3 62.2 57.5 66.0 66.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
33 70 152 327
35 76 163 351
Monday, May 6, 2024
163
6628
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Holt Blvd.

Scenario: E + Parcel 210
10,600

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,060 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-1.70
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.94 -0.87 -1.20 0.000 0.000

84.25 -22.89 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.7 62.8 61.0 55.0 63.6 64.2

58.4 59.3

56.9 50.6 49.0 57.5 57.7

57.9 48.8 50.1 58.4 58.6
Vehicle Noise: 66.5 64.8 61.6 56.9 65.5 65.9
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
30 65 139 300
32 69 149 322
Monday, May 6, 2024
164
6629
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Convetion Center Way
Road Name: Holt Blvd.

Scenario: E + Parcel 210
10,710

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,071 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-1.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.89 -0.87 -1.20 0.000 0.000

84.25 -22.85 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.7 62.8 61.1 55.0 63.6 64.2

58.5 59.3

57.0 50.6 49.1 57.5 57.8

57.9 48.9 50.1 58.5 58.6
Vehicle Noise: 66.6 64.8 61.7 57.0 65.5 66.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
30 65 140 302
32 70 150 324
Monday, May 6, 2024
165
6630
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Inland Empire Blvd.

Road Name: Vineyard Ave.

Scenario: E + Project
9,600

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 960 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-2.13
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -19.37 -1.84 -1.20 0.000 0.000

84.25 -23.32 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.3 61.4 59.6 53.6 62.2 62.8

57.0 57.9

55.5 49.2 47.6 56.1 56.3

56.5 47.4 48.7 57.0 57.2
Vehicle Noise: 65.1 63.4 60.2 55.6 64.1 64.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
31 66 143 307
33 71 153 329
Monday, May 6, 2024
166
6631
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Inland Empire Blvd.

Road Name: Vineyard Ave.

Scenario: E + Project
19,330

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,933 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.91 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.33 -1.84 -1.20 0.000 0.000

84.25 -20.28 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

66.3 64.4 62.7 56.6 65.2 65.8

60.1 60.9

58.6 52.2 50.7 59.1 59.4

59.5 50.5 51.7 60.1 60.2
Vehicle Noise: 68.2 66.4 63.3 58.6 67.1 67.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
49 105 227 490
53 113 244 525
Monday, May 6, 2024
167
6632
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 WB Ramp
Road Name: Vineyard Ave.

Scenario: E + Project
16,620

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,662 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.26 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.98 -1.84 -1.20 0.000 0.000

84.25 -20.94 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.7 63.8 62.0 56.0 64.6 65.2

59.4 60.3

57.9 51.6 50.0 58.5 58.7

58.8 49.8 51.1 59.4 59.5
Vehicle Noise: 67.5 65.8 62.6 57.9 66.5 66.9
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
44 95 206 443
47 102 220 475
Monday, May 6, 2024
168
6633
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 EB Ramp
Road Name: Vineyard Ave.

Scenario: E + Project
12,780

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,278 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-0.89
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.12 -1.84 -1.20 0.000 0.000

84.25 -22.08 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.5 62.6 60.9 54.8 63.4 64.0

58.3 59.1

56.8 50.4 48.9 57.3 57.6

57.7 48.7 49.9 58.3 58.4
Vehicle Noise: 66.4 64.6 61.5 56.8 65.3 65.8
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
37 80 172 372
40 86 185 399
Monday, May 6, 2024
169
6634
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: G St.

Road Name: Vineyard Ave.

Scenario: E + Project
10,710

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,071 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-1.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.89 -1.84 -1.20 0.000 0.000

84.25 -22.85 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.8 61.9 60.1 54.0 62.7 63.3

57.5 58.4

56.0 49.7 48.1 56.6 56.8

56.9 47.9 49.2 57.5 57.6
Vehicle Noise: 65.6 63.9 60.7 56.0 64.6 65.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
33 71 153 330
35 76 164 354
Monday, May 6, 2024
170
6635
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: D St.

Road Name: Vineyard Ave.

Scenario: E + Project
6,770

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 677 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-3.65
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -20.88 -1.84 -1.20 0.000 0.000

84.25 -24.84 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.8 59.9 58.1 52.1 60.7 61.3

55.5 56.4

54.0 47.7 46.1 54.6 54.8

54.9 45.9 47.2 55.5 55.6
Vehicle Noise: 63.6 61.9 58.7 54.0 62.6 63.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
24 52 113 243
26 56 121 261
Monday, May 6, 2024
171
6636
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Holt Blvd.

Road Name: Vineyard Ave.

Scenario: E + Project
6,130

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 613 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-4.08
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -21.31 -1.84 -1.20 0.000 0.000

84.25 -25.27 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.3 59.4 57.7 51.6 60.2 60.8

55.1 55.9

53.6 47.2 45.7 54.1 54.4

54.5 45.5 46.7 55.1 55.2
Vehicle Noise: 63.2 61.4 58.3 53.6 62.1 62.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
23 49 106 228
24 53 113 244
Monday, May 6, 2024
172
6637
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 Ramps
Road Name: Archibold Ave.

Scenario: E + Project
20,570

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 2,057 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.72 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -16.51 -1.84 -1.20 0.000 0.000

85.38 -20.47 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

67.9 66.0 64.2 58.2 66.8 67.4

61.4 61.9

59.9 53.6 52.0 60.5 60.7

60.4 51.4 52.7 61.0 61.1
Vehicle Noise: 69.6 67.8 64.8 60.0 68.5 69.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
61 131 282 608
65 141 303 653
Monday, May 6, 2024
173
6638
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 Ramps
Road Name: Archibold Ave.

Scenario: E + Project
19,120

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,912 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.41 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -16.83 -1.84 -1.20 0.000 0.000

85.38 -20.79 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

67.6 65.7 63.9 57.8 66.5 67.1

61.1 61.5

59.6 53.3 51.7 60.2 60.4

60.1 51.1 52.3 60.7 60.8
Vehicle Noise: 69.3 67.5 64.5 59.7 68.2 68.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
58 125 269 579
62 134 289 622
Monday, May 6, 2024
174
6639
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Guasti Rd.

Road Name: Archibold Ave.

Scenario: E + Project
12,270

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,227 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-1.52
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -18.76 -1.84 -1.20 0.000 0.000

85.38 -22.71 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.6 63.7 62.0 55.9 64.5 65.1

59.2 59.6

57.7 51.3 49.8 58.3 58.5

58.2 49.2 50.4 58.8 58.9
Vehicle Noise: 67.3 65.6 62.5 57.8 66.3 66.8
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
43 93 200 431
46 100 215 463
Monday, May 6, 2024
175
6640
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Inland Empire Blvd.

Scenario: E + Project
4,890

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 489 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-5.06
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -22.30 0.91 -1.20 0.000 0.000

84.25 -26.25 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.1 61.2 59.4 53.4 62.0 62.6

56.9 57.7

55.4 49.0 47.4 55.9 56.1

56.3 47.3 48.5 56.9 57.0
Vehicle Noise: 64.9 63.2 60.0 55.4 63.9 64.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
20 42 91 196
21 45 98 210
Monday, May 6, 2024
176
6641
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: G St.

Scenario: E + Project
3,710

10.00%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 371 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 30.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-5.75
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

3.26 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -22.98 3.33 -1.20 0.000 0.000

82.99 -26.94 3.32 -1.20 0.000 0.000
-4.49
-4.86
-5.77
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

29.816

29.518

29.547
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.8 60.9 59.2 53.1 61.7 62.3

56.9 58.2

55.4 49.0 47.4 55.9 56.1

56.8 47.7 49.0 57.3 57.5
Vehicle Noise: 64.9 63.1 59.8 55.3 63.8 64.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
12 25 54 117
12 27 58 125
Monday, May 6, 2024
177
6642
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: D St.

Scenario: E + Project
3,210

10.00%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 321 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 30.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-6.37
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

3.26 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -23.61 3.33 -1.20 0.000 0.000

82.99 -27.57 3.32 -1.20 0.000 0.000
-4.49
-4.86
-5.77
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

29.816

29.518

29.547
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.2 60.3 58.5 52.5 61.1 61.7

56.2 57.5

54.7 48.4 46.8 55.3 55.5

56.1 47.1 48.3 56.7 56.8
Vehicle Noise: 64.2 62.5 59.2 54.7 63.2 63.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
11 23 49 106
11 24 53 113
Monday, May 6, 2024
178
6643
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Convention Center Way
Scenario: E + Project
4,090

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 409 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 38 feet
REMEL Traffic Flow Distance
-5.32
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.37 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -22.56 0.39 -1.20 0.000 0.000

82.99 -26.52 0.39 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

46.519

46.328

46.347
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.4 58.5 56.7 50.6 59.3 59.9

54.3 55.7

52.8 46.5 44.9 53.4 53.6

54.2 45.2 46.5 54.8 54.9
Vehicle Noise: 62.4 60.6 57.4 52.8 61.4 61.8
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
13 29 62 133
14 31 66 142
Monday, May 6, 2024
179
6644
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Kline St.

Road Name: Convention Center Way
Scenario: E + Project
3,860

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 386 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 38 feet
REMEL Traffic Flow Distance
-5.57
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.37 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -22.81 0.39 -1.20 0.000 0.000

82.99 -26.77 0.39 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

46.519

46.328

46.347
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.1 58.2 56.4 50.4 59.0 59.6

54.1 55.4

52.6 46.2 44.7 53.1 53.4

54.0 45.0 46.2 54.6 54.7
Vehicle Noise: 62.1 60.4 57.1 52.6 61.1 61.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
13 27 59 128
14 29 63 137
Monday, May 6, 2024
180
6645
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Holt Blvd.

Road Name: Guasti Rd.

Scenario: E + Project
4,140

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 414 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-5.27
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -22.51 0.91 -1.20 0.000 0.000

82.99 -26.46 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.9 59.0 57.3 51.2 59.8 60.4

54.9 56.2

53.4 47.0 45.5 54.0 54.2

54.8 45.8 47.0 55.4 55.5
Vehicle Noise: 62.9 61.2 57.9 53.4 61.9 62.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
14 31 67 145
15 33 72 155
Monday, May 6, 2024
181
6646
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Cardena's Dwy.

Road Name: Guasti Rd.

Scenario: E + Project
3,060

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 306 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-6.58
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -23.82 0.91 -1.20 0.000 0.000

82.99 -27.78 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.6 57.7 55.9 49.9 58.5 59.1

53.6 54.9

52.1 45.7 44.2 52.7 52.9

53.5 44.5 45.7 54.1 54.2
Vehicle Noise: 61.6 59.9 56.6 52.1 60.6 61.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
12 25 55 118
13 27 59 127
Monday, May 6, 2024
182
6647
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Archibold Ave.

Road Name: Guasti Rd.

Scenario: E + Project
7,620

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 762 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-2.62
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -19.86 0.91 -1.20 0.000 0.000

82.99 -23.81 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.6 61.7 59.9 53.9 62.5 63.1

57.6 58.9

56.1 49.7 48.2 56.6 56.8

57.5 48.4 49.7 58.0 58.2
Vehicle Noise: 65.6 63.9 60.6 56.0 64.6 65.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
22 47 101 217
23 50 108 232
Monday, May 6, 2024
183
6648
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Holt Blvd.

Scenario: E + Project
12,320

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,232 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-1.04
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.28 -0.87 -1.20 0.000 0.000

84.25 -22.24 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.3 63.4 61.7 55.6 64.2 64.8

59.1 59.9

57.6 51.2 49.7 58.1 58.4

58.5 49.5 50.7 59.1 59.2
Vehicle Noise: 67.2 65.4 62.3 57.6 66.1 66.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
33 71 154 332
36 77 165 356
Monday, May 6, 2024
184
6649
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Holt Blvd.

Scenario: E + Project
11,190

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,119 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-1.46
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.70 -0.87 -1.20 0.000 0.000

84.25 -22.66 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.9 63.0 61.2 55.2 63.8 64.4

58.7 59.5

57.2 50.8 49.3 57.7 58.0

58.1 49.1 50.3 58.7 58.8
Vehicle Noise: 66.7 65.0 61.9 57.2 65.7 66.2
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
31 67 144 311
33 72 155 334
Monday, May 6, 2024
185
6650
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Convetion Center Way
Road Name: Holt Blvd.

Scenario: E + Project
10,920

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,092 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-1.57
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.81 -0.87 -1.20 0.000 0.000

84.25 -22.76 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.8 62.9 61.1 55.1 63.7 64.3

58.6 59.4

57.1 50.7 49.2 57.6 57.8

58.0 49.0 50.2 58.6 58.7
Vehicle Noise: 66.6 64.9 61.7 57.1 65.6 66.1
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
31 66 142 306
33 71 152 328
Monday, May 6, 2024
186
6651
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Inland Empire Blvd.

Road Name: Vineyard Ave.

Scenario: HY 2040
11,540

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,154 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-1.33
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.57 -1.84 -1.20 0.000 0.000

84.25 -22.52 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.1 62.2 60.4 54.4 63.0 63.6

57.8 58.7

56.3 50.0 48.4 56.9 57.1

57.3 48.2 49.5 57.8 58.0
Vehicle Noise: 65.9 64.2 61.0 56.4 64.9 65.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
35 75 161 347
37 80 173 372
Monday, May 6, 2024
187
6652
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Inland Empire Blvd.

Road Name: Vineyard Ave.

Scenario: HY 2040
23,190

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 2,319 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

1.70 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -15.54 -1.84 -1.20 0.000 0.000

84.25 -19.49 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

67.1 65.2 63.5 57.4 66.0 66.6

60.9 61.7

59.4 53.0 51.5 59.9 60.2

60.3 51.3 52.5 60.9 61.0
Vehicle Noise: 69.0 67.2 64.1 59.4 67.9 68.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
55 119 257 553
59 128 275 593
Monday, May 6, 2024
188
6653
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 WB Ramp
Road Name: Vineyard Ave.

Scenario: HY 2040
19,380

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,938 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.92 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.32 -1.84 -1.20 0.000 0.000

84.25 -20.27 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

66.3 64.4 62.7 56.6 65.2 65.8

60.1 60.9

58.6 52.2 50.7 59.1 59.4

59.5 50.5 51.7 60.1 60.2
Vehicle Noise: 68.2 66.4 63.3 58.6 67.1 67.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
49 106 228 491
53 113 244 526
Monday, May 6, 2024
189
6654
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 EB Ramp
Road Name: Vineyard Ave.

Scenario: HY 2040
18,590

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,859 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.74 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.50 -1.84 -1.20 0.000 0.000

84.25 -20.45 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

66.2 64.3 62.5 56.4 65.1 65.7

59.9 60.8

58.4 52.0 50.5 59.0 59.2

59.3 50.3 51.5 59.9 60.0
Vehicle Noise: 68.0 66.3 63.1 58.4 67.0 67.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
48 103 221 477
51 110 238 512
Monday, May 6, 2024
190
6655
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: G St.

Road Name: Vineyard Ave.

Scenario: HY 2040
18,300

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,830 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.67 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.56 -1.84 -1.20 0.000 0.000

84.25 -20.52 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

66.1 64.2 62.4 56.4 65.0 65.6

59.8 60.7

58.3 52.0 50.4 58.9 59.1

59.3 50.2 51.5 59.8 60.0
Vehicle Noise: 67.9 66.2 63.0 58.4 66.9 67.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
47 102 219 472
51 109 235 506
Monday, May 6, 2024
191
6656
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: D St.

Road Name: Vineyard Ave.

Scenario: HY 2040
12,380

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,238 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-1.02
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.26 -1.84 -1.20 0.000 0.000

84.25 -22.22 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.4 62.5 60.7 54.7 63.3 63.9

58.2 59.0

56.6 50.3 48.7 57.2 57.4

57.6 48.5 49.8 58.1 58.3
Vehicle Noise: 66.2 64.5 61.3 56.7 65.2 65.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
36 78 169 364
39 84 181 390
Monday, May 6, 2024
192
6657
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Holt Blvd.

Road Name: Vineyard Ave.

Scenario: HY 2040
6,920

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 692 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-3.55
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -20.79 -1.84 -1.20 0.000 0.000

84.25 -24.74 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.9 60.0 58.2 52.1 60.8 61.4

55.6 56.5

54.1 47.8 46.2 54.7 54.9

55.0 46.0 47.3 55.6 55.7
Vehicle Noise: 63.7 62.0 58.8 54.1 62.7 63.1
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
25 53 115 247
26 57 123 265
Monday, May 6, 2024
193
6658
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 Ramps
Road Name: Archibold Ave.

Scenario: HY 2040
23,770

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 2,377 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

1.35 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -15.89 -1.84 -1.20 0.000 0.000

85.38 -19.84 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

68.5 66.6 64.8 58.8 67.4 68.0

62.1 62.5

60.6 54.2 52.7 61.1 61.4

61.1 52.0 53.3 61.6 61.8
Vehicle Noise: 70.2 68.5 65.4 60.6 69.2 69.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
67 144 311 670
72 155 334 719
Monday, May 6, 2024
194
6659
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 Ramps
Road Name: Archibold Ave.

Scenario: HY 2040
23,350

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 2,335 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

1.27 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -15.96 -1.84 -1.20 0.000 0.000

85.38 -19.92 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

68.4 66.5 64.8 58.7 67.3 67.9

62.0 62.4

60.5 54.1 52.6 61.0 61.3

61.0 52.0 53.2 61.6 61.7
Vehicle Noise: 70.1 68.4 65.3 60.5 69.1 69.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
66 143 307 662
71 153 330 711
Monday, May 6, 2024
195
6660
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Guasti Rd.

Road Name: Archibold Ave.

Scenario: HY 2040
18,410

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,841 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.24 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -17.00 -1.84 -1.20 0.000 0.000

85.38 -20.95 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

67.4 65.5 63.7 57.7 66.3 66.9

61.0 61.4

59.5 53.1 51.6 60.0 60.2

60.0 50.9 52.2 60.5 60.7
Vehicle Noise: 69.1 67.3 64.3 59.5 68.1 68.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
56 122 262 565
61 131 282 607
Monday, May 6, 2024
196
6661
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Inland Empire Blvd.

Scenario: HY 2040
5,140

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 514 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-4.84
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -22.08 0.91 -1.20 0.000 0.000

84.25 -26.04 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.3 61.4 59.6 53.6 62.2 62.8

57.1 57.9

55.6 49.2 47.7 56.1 56.4

56.5 47.5 48.7 57.1 57.2
Vehicle Noise: 65.1 63.4 60.2 55.6 64.1 64.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
20 44 94 203
22 47 101 217
Monday, May 6, 2024
197
6662
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: G St.

Scenario: HY 2040
3,870

10.00%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 387 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 30.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-5.56
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

3.26 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -22.80 3.33 -1.20 0.000 0.000

82.99 -26.76 3.32 -1.20 0.000 0.000
-4.49
-4.86
-5.77
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

29.816

29.518

29.547
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.0 61.1 59.3 53.3 61.9 62.5

57.0 58.4

55.5 49.2 47.6 56.1 56.3

56.9 47.9 49.2 57.5 57.6
Vehicle Noise: 65.0 63.3 60.0 55.5 64.0 64.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
12 26 56 120
13 28 60 128
Monday, May 6, 2024
198
6663
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: D St.

Scenario: HY 2040
3,300

10.00%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 330 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 30.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-6.25
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

3.26 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -23.49 3.33 -1.20 0.000 0.000

82.99 -27.45 3.32 -1.20 0.000 0.000
-4.49
-4.86
-5.77
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

29.816

29.518

29.547
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.3 60.4 58.7 52.6 61.2 61.8

56.4 57.7

54.8 48.5 46.9 55.4 55.6

56.2 47.2 48.5 56.8 56.9
Vehicle Noise: 64.4 62.6 59.3 54.8 63.3 63.8
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
11 23 50 108
12 25 54 115
Monday, May 6, 2024
199
6664
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Convention Center Way
Scenario: HY 2040
7,150

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 715 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 38 feet
REMEL Traffic Flow Distance
-2.90
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.37 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -20.13 0.39 -1.20 0.000 0.000

82.99 -24.09 0.39 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

46.519

46.328

46.347
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.8 60.9 59.1 53.1 61.7 62.3

56.8 58.1

55.3 48.9 47.4 55.8 56.1

56.7 47.6 48.9 57.2 57.4
Vehicle Noise: 64.8 63.1 59.8 55.2 63.8 64.2
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
19 41 89 192
21 44 96 206
Monday, May 6, 2024
200
6665
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Kline St.

Road Name: Convention Center Way
Scenario: HY 2040
7,580

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 758 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 38 feet
REMEL Traffic Flow Distance
-2.64
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.37 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -19.88 0.39 -1.20 0.000 0.000

82.99 -23.84 0.39 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

46.519

46.328

46.347
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.0 61.1 59.4 53.3 61.9 62.5

57.0 58.3

55.5 49.2 47.6 56.1 56.3

56.9 47.9 49.1 57.5 57.6
Vehicle Noise: 65.1 63.3 60.0 55.5 64.0 64.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
20 43 93 200
21 46 99 214
Monday, May 6, 2024
201
6666
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Holt Blvd.

Road Name: Guasti Rd.

Scenario: HY 2040
10,710

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,071 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.14
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -18.38 0.91 -1.20 0.000 0.000

82.99 -22.34 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.0 63.2 61.4 55.3 64.0 64.6

59.0 60.4

57.5 51.2 49.6 58.1 58.3

58.9 49.9 51.2 59.5 59.6
Vehicle Noise: 67.1 65.3 62.1 57.5 66.0 66.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
27 59 126 272
29 63 135 292
Monday, May 6, 2024
202
6667
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Cardena's Dwy.

Road Name: Guasti Rd.

Scenario: HY 2040
10,490

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,049 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.23
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -18.47 0.91 -1.20 0.000 0.000

82.99 -22.43 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.0 63.1 61.3 55.2 63.9 64.5

59.0 60.3

57.4 51.1 49.5 58.0 58.2

58.9 49.8 51.1 59.4 59.5
Vehicle Noise: 67.0 65.2 62.0 57.4 66.0 66.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
27 58 125 269
29 62 134 288
Monday, May 6, 2024
203
6668
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Archibold Ave.

Road Name: Guasti Rd.

Scenario: HY 2040
10,130

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,013 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.38
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -18.62 0.91 -1.20 0.000 0.000

82.99 -22.58 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.8 62.9 61.1 55.1 63.7 64.3

58.8 60.1

57.3 50.9 49.4 57.9 58.1

58.7 49.7 50.9 59.3 59.4
Vehicle Noise: 66.8 65.1 61.8 57.3 65.8 66.2
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
26 57 122 263
28 61 130 281
Monday, May 6, 2024
204
6669
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Holt Blvd.

Scenario: HY 2040
18,040

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,804 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance

0.61 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.63 -0.87 -1.20 0.000 0.000

84.25 -20.58 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

67.0 65.1 63.3 57.3 65.9 66.5

60.7 61.6

59.2 52.9 51.3 59.8 60.0

60.2 51.1 52.4 60.7 60.9
Vehicle Noise: 68.8 67.1 63.9 59.3 67.8 68.2
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
43 92 198 428
46 99 213 459
Monday, May 6, 2024
205
6670
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Holt Blvd.

Scenario: HY 2040
14,990

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,499 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-0.19
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -17.43 -0.87 -1.20 0.000 0.000

84.25 -21.39 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

66.2 64.3 62.5 56.5 65.1 65.7

59.9 60.8

58.4 52.1 50.5 59.0 59.2

59.4 50.3 51.6 59.9 60.1
Vehicle Noise: 68.0 66.3 63.1 58.4 67.0 67.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
38 81 175 378
41 87 188 405
Monday, May 6, 2024
206
6671
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Convetion Center Way
Road Name: Holt Blvd.

Scenario: HY 2040
13,130

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,313 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-0.77
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.01 -0.87 -1.20 0.000 0.000

84.25 -21.96 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.6 63.7 61.9 55.9 64.5 65.1

59.4 60.2

57.9 51.5 50.0 58.4 58.6

58.8 49.8 51.0 59.4 59.5
Vehicle Noise: 67.4 65.7 62.5 57.9 66.4 66.9
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
35 75 161 346
37 80 172 371
Monday, May 6, 2024
207
6672
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Inland Empire Blvd.

Road Name: Vineyard Ave.

Scenario: HY + Parcel 109
11,650

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,165 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-1.29
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.53 -1.84 -1.20 0.000 0.000

84.25 -22.48 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.1 62.2 60.5 54.4 63.0 63.6

57.9 58.7

56.4 50.0 48.5 56.9 57.2

57.3 48.3 49.5 57.9 58.0
Vehicle Noise: 66.0 64.2 61.1 56.4 64.9 65.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
35 75 162 349
37 81 174 375
Monday, May 6, 2024
208
6673
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Inland Empire Blvd.

Road Name: Vineyard Ave.

Scenario: HY + Parcel 109
23,290

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 2,329 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

1.72 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -15.52 -1.84 -1.20 0.000 0.000

84.25 -19.47 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

67.1 65.2 63.5 57.4 66.0 66.6

60.9 61.7

59.4 53.0 51.5 59.9 60.2

60.3 51.3 52.5 60.9 61.0
Vehicle Noise: 69.0 67.2 64.1 59.4 67.9 68.4
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
55 119 257 554
59 128 276 595
Monday, May 6, 2024
209
6674
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 WB Ramp
Road Name: Vineyard Ave.

Scenario: HY + Parcel 109
19,780

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,978 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

1.01 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.23 -1.84 -1.20 0.000 0.000

84.25 -20.18 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

66.4 64.5 62.8 56.7 65.3 65.9

60.2 61.0

58.7 52.3 50.8 59.2 59.5

59.6 50.6 51.8 60.2 60.3
Vehicle Noise: 68.3 66.5 63.4 58.7 67.2 67.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
50 107 231 497
53 115 248 533
Monday, May 6, 2024
210
6675
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 EB Ramp
Road Name: Vineyard Ave.

Scenario: HY + Parcel 109
18,990

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,899 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.83 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.40 -1.84 -1.20 0.000 0.000

84.25 -20.36 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

66.3 64.4 62.6 56.5 65.2 65.8

60.0 60.9

58.5 52.1 50.6 59.1 59.3

59.4 50.4 51.6 60.0 60.1
Vehicle Noise: 68.1 66.3 63.2 58.5 67.1 67.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
48 104 225 484
52 112 241 519
Monday, May 6, 2024
211
6676
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: G St.

Road Name: Vineyard Ave.

Scenario: HY + Parcel 109
18,720

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,872 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.77 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.47 -1.84 -1.20 0.000 0.000

84.25 -20.42 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

66.2 64.3 62.5 56.5 65.1 65.7

59.9 60.8

58.4 52.1 50.5 59.0 59.2

59.4 50.3 51.6 59.9 60.1
Vehicle Noise: 68.0 66.3 63.1 58.5 67.0 67.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
48 103 222 479
51 111 239 514
Monday, May 6, 2024
212
6677
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: D St.

Road Name: Vineyard Ave.

Scenario: HY + Parcel 109
12,430

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,243 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-1.01
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -18.24 -1.84 -1.20 0.000 0.000

84.25 -22.20 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.4 62.5 60.7 54.7 63.3 63.9

58.2 59.0

56.7 50.3 48.8 57.2 57.4

57.6 48.6 49.8 58.2 58.3
Vehicle Noise: 66.2 64.5 61.4 56.7 65.2 65.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
36 79 169 365
39 84 182 391
Monday, May 6, 2024
213
6678
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Holt Blvd.

Road Name: Vineyard Ave.

Scenario: HY + Parcel 109
7,230

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 723 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance
-3.36
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -20.60 -1.84 -1.20 0.000 0.000

84.25 -24.55 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.1 60.2 58.4 52.3 61.0 61.6

55.8 56.7

54.3 47.9 46.4 54.9 55.1

55.2 46.2 47.4 55.8 55.9
Vehicle Noise: 63.9 62.2 59.0 54.3 62.9 63.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
25 55 118 254
27 59 127 273
Monday, May 6, 2024
214
6679
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 Ramps
Road Name: Archibold Ave.

Scenario: HY + Parcel 109
23,980

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 2,398 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

1.39 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -15.85 -1.84 -1.20 0.000 0.000

85.38 -19.80 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

68.6 66.7 64.9 58.8 67.5 68.1

62.1 62.5

60.6 54.2 52.7 61.2 61.4

61.1 52.1 53.3 61.7 61.8
Vehicle Noise: 70.2 68.5 65.5 60.7 69.2 69.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
67 145 313 674
72 156 336 724
Monday, May 6, 2024
215
6680
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: I-10 Ramps
Road Name: Archibold Ave.

Scenario: HY + Parcel 109
23,550

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 2,355 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

1.31 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -15.93 -1.84 -1.20 0.000 0.000

85.38 -19.88 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

68.5 66.6 64.8 58.8 67.4 68.0

62.0 62.5

60.5 54.2 52.6 61.1 61.3

61.0 52.0 53.2 61.6 61.7
Vehicle Noise: 70.2 68.4 65.4 60.6 69.1 69.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
67 143 309 665
71 154 332 715
Monday, May 6, 2024
216
6681
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Guasti Rd.

Road Name: Archibold Ave.

Scenario: HY + Parcel 109
18,590

10.00%

76.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,859 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 76.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 78 feet
REMEL Traffic Flow Distance

0.28 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-1.84
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

81.00 -16.95 -1.84 -1.20 0.000 0.000

85.38 -20.91 -1.84 -1.20 0.000 0.000
-4.86
-4.99
-5.25
Medium Trucks:

Heavy Trucks:

Autos:

70.20 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

65.299

65.238

65.300
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

67.4 65.5 63.8 57.7 66.3 67.0

61.0 61.4

59.5 53.1 51.6 60.1 60.3

60.0 51.0 52.2 60.6 60.7
Vehicle Noise: 69.1 67.4 64.3 59.6 68.1 68.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
57 122 264 568
61 132 283 611
Monday, May 6, 2024
217
6682
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Inland Empire Blvd.

Scenario: HY + Parcel 109
5,140

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 514 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-4.84
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -22.08 0.91 -1.20 0.000 0.000

84.25 -26.04 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.3 61.4 59.6 53.6 62.2 62.8

57.1 57.9

55.6 49.2 47.7 56.1 56.4

56.5 47.5 48.7 57.1 57.2
Vehicle Noise: 65.1 63.4 60.2 55.6 64.1 64.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
20 44 94 203
22 47 101 217
Monday, May 6, 2024
218
6683
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: G St.

Scenario: HY + Parcel 109
3,890

10.00%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 389 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 30.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-5.54
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

3.26 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -22.78 3.33 -1.20 0.000 0.000

82.99 -26.73 3.32 -1.20 0.000 0.000
-4.49
-4.86
-5.77
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

29.816

29.518

29.547
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.0 61.1 59.4 53.3 61.9 62.5

57.1 58.4

55.6 49.2 47.7 56.1 56.3

57.0 47.9 49.2 57.5 57.7
Vehicle Noise: 65.1 63.3 60.0 55.5 64.0 64.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
12 26 56 120
13 28 60 129
Monday, May 6, 2024
219
6684
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: D St.

Scenario: HY + Parcel 109
3,370

10.00%

30.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 337 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 30.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-6.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

3.26 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -23.40 3.33 -1.20 0.000 0.000

82.99 -27.36 3.32 -1.20 0.000 0.000
-4.49
-4.86
-5.77
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

29.816

29.518

29.547
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.4 60.5 58.7 52.7 61.3 61.9

56.4 57.8

54.9 48.6 47.0 55.5 55.7

56.3 47.3 48.6 56.9 57.0
Vehicle Noise: 64.4 62.7 59.4 54.9 63.4 63.9
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
11 24 51 109
12 25 54 117
Monday, May 6, 2024
220
6685
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Convention Center Way
Scenario: HY + Parcel 109
7,590

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 759 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 38 feet
REMEL Traffic Flow Distance
-2.64
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.37 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -19.88 0.39 -1.20 0.000 0.000

82.99 -23.83 0.39 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

46.519

46.328

46.347
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.0 61.1 59.4 53.3 61.9 62.5

57.0 58.4

55.5 49.2 47.6 56.1 56.3

56.9 47.9 49.1 57.5 57.6
Vehicle Noise: 65.1 63.3 60.0 55.5 64.0 64.5
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
20 43 93 200
21 46 99 214
Monday, May 6, 2024
221
6686
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Kline St.

Road Name: Convention Center Way
Scenario: HY + Parcel 109
8,040

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 804 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 38 feet
REMEL Traffic Flow Distance
-2.39
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.37 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -19.63 0.39 -1.20 0.000 0.000

82.99 -23.58 0.39 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

46.519

46.328

46.347
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

63.3 61.4 59.6 53.6 62.2 62.8

57.3 58.6

55.8 49.4 47.9 56.3 56.6

57.2 48.1 49.4 57.8 57.9
Vehicle Noise: 65.3 63.6 60.3 55.8 64.3 64.7
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
21 45 97 208
22 48 103 223
Monday, May 6, 2024
222
6687
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Holt Blvd.

Road Name: Guasti Rd.

Scenario: HY + Parcel 109
11,960

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-0.66
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -17.90 0.91 -1.20 0.000 0.000

82.99 -21.86 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.5 63.6 61.9 55.8 64.4 65.0

59.5 60.8

58.0 51.7 50.1 58.6 58.8

59.4 50.4 51.6 60.0 60.1
Vehicle Noise: 67.5 65.8 62.5 58.0 66.5 67.0
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
29 63 136 293
31 68 146 314
Monday, May 6, 2024
223
6688
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Cardena's Dwy.

Road Name: Guasti Rd.

Scenario: HY + Parcel 109
10,950

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,095 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.05
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -18.28 0.91 -1.20 0.000 0.000

82.99 -22.24 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.1 63.2 61.5 55.4 64.0 64.7

59.1 60.5

57.6 51.3 49.7 58.2 58.4

59.0 50.0 51.3 59.6 59.7
Vehicle Noise: 67.2 65.4 62.1 57.6 66.1 66.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
28 60 128 277
30 64 137 296
Monday, May 6, 2024
224
6689
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Archibold Ave.

Road Name: Guasti Rd.

Scenario: HY + Parcel 109
10,200

10.00%

50.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,020 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 50.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 40 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.35
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%

0.88 Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

77.72 -18.59 0.91 -1.20 0.000 0.000

82.99 -22.55 0.91 -1.20 0.000 0.000
-4.65
-4.87
-5.43
Medium Trucks:

Heavy Trucks:

Autos:

66.51 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

43.000

42.794

42.814
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.8 62.9 61.2 55.1 63.7 64.3

58.8 60.2

57.3 51.0 49.4 57.9 58.1

58.7 49.7 50.9 59.3 59.4
Vehicle Noise: 66.9 65.1 61.8 57.3 65.8 66.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
26 57 122 264
28 61 131 282
Monday, May 6, 2024
225
6690
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Holt Blvd.

Scenario: HY + Parcel 109
18,290

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,829 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance

0.67 VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -16.57 -0.87 -1.20 0.000 0.000

84.25 -20.52 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

67.0 65.1 63.4 57.3 65.9 66.5

60.8 61.7

59.3 52.9 51.4 59.9 60.1

60.2 51.2 52.4 60.8 60.9
Vehicle Noise: 68.9 67.1 64.0 59.3 67.9 68.3
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
43 93 200 432
46 100 215 463
Monday, May 6, 2024
226
6691
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Vineyard Ave.

Road Name: Holt Blvd.

Scenario: HY + Parcel 109
15,580

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,558 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-0.03
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -17.26 -0.87 -1.20 0.000 0.000

84.25 -21.22 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

66.3 64.4 62.7 56.6 65.2 65.9

60.1 61.0

58.6 52.2 50.7 59.2 59.4

59.5 50.5 51.8 60.1 60.2
Vehicle Noise: 68.2 66.4 63.3 58.6 67.2 67.6
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
39 84 180 388
42 90 193 416
Monday, May 6, 2024
227
6692
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL

SITE SPECIFIC INPUT DATA
Project Name: Ontario Hotel
Job Number: 15693
Road Segment: Convetion Center Way
Road Name: Holt Blvd.

Scenario: HY + Parcel 109
13,340

10.00%

60.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 60.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Road Grade: 0.0%
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 42 feet
REMEL Traffic Flow Distance
-0.70
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-0.89
Finite Road
-1.20
Left View: -90.0
Right View: 90.0
degrees
degrees
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType

79.45 -17.94 -0.87 -1.20 0.000 0.000

84.25 -21.89 -0.87 -1.20 0.000 0.000
-4.69
-4.88
-5.34
Medium Trucks:

Heavy Trucks:

Autos:

68.46 Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.000

2.297

8.006

56.427

56.270

56.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

65.7 63.8 62.0 56.0 64.6 65.2

59.4 60.3

57.9 51.6 50.0 58.5 58.7

58.9 49.8 51.1 59.4 59.6
Vehicle Noise: 67.5 65.8 62.6 57.9 66.5 66.9
Centerline Distance to Noise Contour (in feet)
CNEL:

Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
35 75 162 350
38 81 174 375
Monday, May 6, 2024
228
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Empire Groves Hotel Noise Impact Analysis
15693-02 Noise Study.docx
APPENDIX 8.1:

ON-SITE TRAFFIC NOISE CALCULATIONS
229
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Empire Groves Hotel Noise Impact Analysis
15693-02 Noise Study.docx
This page intentionally left blank
230
6695
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R1 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: First Floor With Wall
13,340
10%

93.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 93.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-3.88
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -3.88 -1.20 0.000 0.000
-22.35 -3.88 -1.20 0.000 0.000
-4.87
-4.97
-5.18
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

89.342

89.297

89.342
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.9 63.0 61.2 55.2 63.8 64.4

55.3 55.6

53.8 47.4 45.9 54.4 54.6

54.2 45.1 46.4 54.7 54.9
Vehicle Noise: 65.8 64.0 61.5 56.1 64.7 65.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.9 63.0 61.2 55.2 63.8 64.4

55.3 55.6

53.8 47.4 45.9 54.4 54.6

54.2 45.1 46.4 54.7 54.9
Vehicle Noise: 65.8 64.0 61.5 56.1 64.7 65.2

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
231
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FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R2 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: First Floor With Wall
13,340
10%
237.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 237.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.20
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.20 -1.20 0.000 0.000
-22.35 -10.20 -1.20 0.000 0.000
-4.88
-4.92
-5.01
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
235.589
235.572
235.589
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.6 56.7 54.9 48.8 57.5 58.1

49.0 49.3

47.5 41.1 39.6 48.0 48.3

47.8 38.8 40.1 48.4 48.5
Vehicle Noise: 59.5 57.6 55.2 49.8 58.4 58.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.6 56.7 54.9 48.8 57.5 58.1

49.0 49.3

47.5 41.1 39.6 48.0 48.3

47.8 38.8 40.1 48.4 48.5
Vehicle Noise: 59.5 57.6 55.2 49.8 58.4 58.9

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
232
6697
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R3 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: First Floor With Wall
11,960
10%
127.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 127.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.17
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.17 -1.20 0.000 0.000
-22.37 -6.17 -1.20 0.000 0.000
-4.87
-4.95
-5.10
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
126.894
126.862
126.894
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.8 58.9 57.1 51.1 59.7 60.3

51.8 52.4

50.3 44.0 42.4 50.9 51.1

51.0 41.9 43.2 51.6 51.7
Vehicle Noise: 61.8 60.0 57.5 52.2 60.8 61.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.8 58.9 57.1 51.1 59.7 60.3

51.8 52.4

50.3 44.0 42.4 50.9 51.1

51.0 41.9 43.2 51.6 51.7
Vehicle Noise: 61.8 60.0 57.5 52.2 60.8 61.3

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
233
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FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R4 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: First Floor With Wall
11,960
10%
132.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 132.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.42
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.42 -1.20 0.000 0.000
-22.37 -6.42 -1.20 0.000 0.000
-4.87
-4.95
-5.10
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
131.898
131.867
131.898
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.5 58.6 56.9 50.8 59.5 60.1

51.6 52.2

50.1 43.7 42.2 50.6 50.9

50.7 41.7 42.9 51.3 51.4
Vehicle Noise: 61.6 59.8 57.2 52.0 60.5 61.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.5 58.6 56.9 50.8 59.5 60.1

51.6 52.2

50.1 43.7 42.2 50.6 50.9

50.7 41.7 42.9 51.3 51.4
Vehicle Noise: 61.6 59.8 57.2 52.0 60.5 61.1

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
234
6699
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R5 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: First Floor With Wall
11,960
10%
167.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 167.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.96
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -7.96 -1.20 0.000 0.000
-22.37 -7.96 -1.20 0.000 0.000
-4.88
-4.94
-5.05
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
166.919
166.895
166.919
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.0 57.1 55.3 49.3 57.9 58.5

50.1 50.6

48.5 42.2 40.6 49.1 49.3

49.2 40.2 41.4 49.8 49.9
Vehicle Noise: 60.1 58.3 55.7 50.4 59.0 59.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.0 57.1 55.3 49.3 57.9 58.5

50.1 50.6

48.5 42.2 40.6 49.1 49.3

49.2 40.2 41.4 49.8 49.9
Vehicle Noise: 60.1 58.3 55.7 50.4 59.0 59.5

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
235
6700
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R6 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: First Floor With Wall
11,960
10%
205.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 205.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-9.29
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -9.29 -1.20 0.000 0.000
-22.37 -9.29 -1.20 0.000 0.000
-4.88
-4.93
-5.02
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
204.934
204.915
204.934
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.7 55.8 54.0 48.0 56.6 57.2

48.7 49.3

47.2 40.8 39.3 47.8 48.0

47.9 38.8 40.1 48.4 48.6
Vehicle Noise: 58.7 56.9 54.3 49.1 57.7 58.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.7 55.8 54.0 48.0 56.6 57.2

48.7 49.3

47.2 40.8 39.3 47.8 48.0

47.9 38.8 40.1 48.4 48.6
Vehicle Noise: 58.7 56.9 54.3 49.1 57.7 58.2

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
236
6701
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R7 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: First Floor With Wall
13,340
10%
257.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 257.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.73
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.73 -1.20 0.000 0.000
-22.35 -10.73 -1.20 0.000 0.000
-4.88
-4.92
-5.00
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
255.699
255.683
255.699
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.0 56.1 54.4 48.3 56.9 57.5

48.5 48.7

47.0 40.6 39.0 47.5 47.7

47.3 38.3 39.5 47.9 48.0
Vehicle Noise: 58.9 57.1 54.6 49.3 57.9 58.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.0 56.1 54.4 48.3 56.9 57.5

48.5 48.7

47.0 40.6 39.0 47.5 47.7

47.3 38.3 39.5 47.9 48.0
Vehicle Noise: 58.9 57.1 54.6 49.3 57.9 58.4

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
237
6702
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R8 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: First Floor With Wall
13,340
10%
138.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 138.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.60
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -6.60 -1.20 0.000 0.000
-22.35 -6.60 -1.20 0.000 0.000
-4.87
-4.95
-5.09
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
135.562
135.532
135.562
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.2 60.3 58.5 52.4 61.1 61.7

52.6 52.9

51.1 44.7 43.2 51.6 51.9

51.4 42.4 43.7 52.0 52.1
Vehicle Noise: 63.1 61.2 58.8 53.4 62.0 62.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.2 60.3 58.5 52.4 61.1 61.7

52.6 52.9

51.1 44.7 43.2 51.6 51.9

51.4 42.4 43.7 52.0 52.1
Vehicle Noise: 63.1 61.2 58.8 53.4 62.0 62.5

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
238
6703
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R9 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: First Floor With Wall
11,960
10%
143.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 143.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.94
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.94 -1.20 0.000 0.000
-22.37 -6.94 -1.20 0.000 0.000
-4.87
-4.94
-5.08
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
142.906
142.878
142.906
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.0 58.1 56.4 50.3 58.9 59.5

51.1 51.6

49.6 43.2 41.7 50.1 50.3

50.2 41.2 42.4 50.8 50.9
Vehicle Noise: 61.1 59.3 56.7 51.4 60.0 60.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.0 58.1 56.4 50.3 58.9 59.5

51.1 51.6

49.6 43.2 41.7 50.1 50.3

50.2 41.2 42.4 50.8 50.9
Vehicle Noise: 61.1 59.3 56.7 51.4 60.0 60.5

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
239
6704
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R10 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: First Floor With Wall
13,340
10%
149.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 149.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 5.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.12
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -7.12 -1.20 0.000 0.000
-22.35 -7.12 -1.20 0.000 0.000
-4.88
-4.94
-5.07
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
146.745
146.717
146.745
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.6 59.7 58.0 51.9 60.5 61.2

52.1 52.4

50.6 44.2 42.7 51.1 51.4

50.9 41.9 43.1 51.5 51.6
Vehicle Noise: 62.5 60.7 58.3 52.9 61.5 62.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.6 59.7 58.0 51.9 60.5 61.2

52.1 52.4

50.6 44.2 42.7 51.1 51.4

50.9 41.9 43.1 51.5 51.6
Vehicle Noise: 62.5 60.7 58.3 52.9 61.5 62.0

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
240
6705
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R1 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Second Floor With Wall
13,340
10%

93.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 93.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-3.94
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -3.92 -1.20 0.000 0.000
-22.35 -3.90 -1.20 0.000 0.000
-12.96
-13.26
-13.85
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

90.094

89.850

89.493
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.8 62.9 61.2 55.1 63.7 64.3

55.3 55.6

53.8 47.4 45.9 54.3 54.6

54.2 45.1 46.4 54.7 54.8
Vehicle Noise: 65.7 63.9 61.4 56.1 64.7 65.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.8 62.9 61.2 55.1 63.7 64.3

55.3 55.6

53.8 47.4 45.9 54.3 54.6

54.2 45.1 46.4 54.7 54.8
Vehicle Noise: 65.7 63.9 61.4 56.1 64.7 65.2

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
241
6706
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R2 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Second Floor With Wall
13,340
10%
237.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 237.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.21
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.21 -1.20 0.000 0.000
-22.35 -10.20 -1.20 0.000 0.000
-13.41
-13.52
-13.76
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
235.875
235.782
235.646
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.6 56.7 54.9 48.8 57.5 58.1

49.0 49.3

47.5 41.1 39.6 48.0 48.3

47.8 38.8 40.1 48.4 48.5
Vehicle Noise: 59.4 57.6 55.2 49.8 58.4 58.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.6 56.7 54.9 48.8 57.5 58.1

49.0 49.3

47.5 41.1 39.6 48.0 48.3

47.8 38.8 40.1 48.4 48.5
Vehicle Noise: 59.4 57.6 55.2 49.8 58.4 58.9

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
242
6707
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R3 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Second Floor With Wall
11,960
10%
127.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 127.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.20
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.19 -1.20 0.000 0.000
-22.37 -6.18 -1.20 0.000 0.000
-13.16
-13.37
-13.81
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
127.424
127.252
127.000
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.8 58.9 57.1 51.1 59.7 60.3

51.8 52.4

50.3 44.0 42.4 50.9 51.1

51.0 41.9 43.2 51.5 51.7
Vehicle Noise: 61.8 60.0 57.4 52.2 60.8 61.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.8 58.9 57.1 51.1 59.7 60.3

51.8 52.4

50.3 44.0 42.4 50.9 51.1

51.0 41.9 43.2 51.5 51.7
Vehicle Noise: 61.8 60.0 57.4 52.2 60.8 61.3

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
243
6708
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R4 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Second Floor With Wall
11,960
10%
132.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 132.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.45
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.44 -1.20 0.000 0.000
-22.37 -6.43 -1.20 0.000 0.000
-13.18
-13.39
-13.80
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
132.408
132.242
132.000
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.5 58.6 56.9 50.8 59.4 60.0

51.6 52.1

50.1 43.7 42.2 50.6 50.8

50.7 41.7 42.9 51.3 51.4
Vehicle Noise: 61.6 59.8 57.2 51.9 60.5 61.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.5 58.6 56.9 50.8 59.4 60.0

51.6 52.1

50.1 43.7 42.2 50.6 50.8

50.7 41.7 42.9 51.3 51.4
Vehicle Noise: 61.6 59.8 57.2 51.9 60.5 61.0

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
244
6709
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R5 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Second Floor With Wall
11,960
10%
167.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 167.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.97
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -7.97 -1.20 0.000 0.000
-22.37 -7.96 -1.20 0.000 0.000
-13.29
-13.45
-13.78
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
167.323
167.192
167.000
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.0 57.1 55.3 49.3 57.9 58.5

50.0 50.6

48.5 42.2 40.6 49.1 49.3

49.2 40.2 41.4 49.8 49.9
Vehicle Noise: 60.0 58.2 55.7 50.4 59.0 59.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.0 57.1 55.3 49.3 57.9 58.5

50.0 50.6

48.5 42.2 40.6 49.1 49.3

49.2 40.2 41.4 49.8 49.9
Vehicle Noise: 60.0 58.2 55.7 50.4 59.0 59.5

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
245
6710
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R6 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Second Floor With Wall
11,960
10%
205.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 205.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-9.30
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -9.30 -1.20 0.000 0.000
-22.37 -9.30 -1.20 0.000 0.000
-13.36
-13.50
-13.76
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
205.263
205.156
205.000
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.7 55.8 54.0 47.9 56.6 57.2

48.7 49.3

47.2 40.8 39.3 47.8 48.0

47.9 38.8 40.1 48.4 48.6
Vehicle Noise: 58.7 56.9 54.3 49.1 57.7 58.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.7 55.8 54.0 47.9 56.6 57.2

48.7 49.3

47.2 40.8 39.3 47.8 48.0

47.9 38.8 40.1 48.4 48.6
Vehicle Noise: 58.7 56.9 54.3 49.1 57.7 58.2

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
246
6711
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R7 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Second Floor With Wall
13,340
10%
257.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 257.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.74
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.74 -1.20 0.000 0.000
-22.35 -10.74 -1.20 0.000 0.000
-13.43
-13.54
-13.75
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
255.963
255.877
255.752
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.0 56.1 54.4 48.3 56.9 57.5

48.5 48.7

47.0 40.6 39.0 47.5 47.7

47.3 38.3 39.5 47.9 48.0
Vehicle Noise: 58.9 57.1 54.6 49.3 57.9 58.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.0 56.1 54.4 48.3 56.9 57.5

48.5 48.7

47.0 40.6 39.0 47.5 47.7

47.3 38.3 39.5 47.9 48.0
Vehicle Noise: 58.9 57.1 54.6 49.3 57.9 58.4

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
247
6712
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R8 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Second Floor With Wall
13,340
10%
138.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 138.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.62
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -6.62 -1.20 0.000 0.000
-22.35 -6.61 -1.20 0.000 0.000
-13.20
-13.40
-13.80
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
136.059
135.897
135.661
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.1 60.2 58.5 52.4 61.0 61.6

52.6 52.9

51.1 44.7 43.2 51.6 51.9

51.4 42.4 43.7 52.0 52.1
Vehicle Noise: 63.0 61.2 58.8 53.4 62.0 62.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.1 60.2 58.5 52.4 61.0 61.6

52.6 52.9

51.1 44.7 43.2 51.6 51.9

51.4 42.4 43.7 52.0 52.1
Vehicle Noise: 63.0 61.2 58.8 53.4 62.0 62.5

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
248
6713
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R9 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Second Floor With Wall
11,960
10%
143.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 143.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.97
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.96 -1.20 0.000 0.000
-22.37 -6.95 -1.20 0.000 0.000
-13.22
-13.41
-13.79
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
143.377
143.224
143.000
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.0 58.1 56.3 50.3 58.9 59.5

51.1 51.6

49.5 43.2 41.6 50.1 50.3

50.2 41.2 42.4 50.8 50.9
Vehicle Noise: 61.1 59.2 56.7 51.4 60.0 60.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.0 58.1 56.3 50.3 58.9 59.5

51.1 51.6

49.5 43.2 41.6 50.1 50.3

50.2 41.2 42.4 50.8 50.9
Vehicle Noise: 61.1 59.2 56.7 51.4 60.0 60.5

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
249
6714
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R10 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Second Floor With Wall
13,340
10%
149.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 149.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 14.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.14
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -7.13 -1.20 0.000 0.000
-22.35 -7.12 -1.20 0.000 0.000
-13.24
-13.42
-13.79
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
147.204
147.054
146.836
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.6 59.7 58.0 51.9 60.5 61.1

52.1 52.3

50.6 44.2 42.7 51.1 51.3

50.9 41.9 43.1 51.5 51.6
Vehicle Noise: 62.5 60.7 58.2 52.9 61.5 62.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.6 59.7 58.0 51.9 60.5 61.1

52.1 52.3

50.6 44.2 42.7 51.1 51.3

50.9 41.9 43.1 51.5 51.6
Vehicle Noise: 62.5 60.7 58.2 52.9 61.5 62.0

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
250
6715
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R1 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Third Floor With Wall
13,340
10%

93.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 93.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-4.06
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -4.03 -1.20 0.000 0.000
-22.35 -3.97 -1.20 0.000 0.000
-20.23
-20.71
-21.66
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

91.728

91.291

90.542
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.7 62.8 61.0 55.0 63.6 64.2

55.2 55.5

53.7 47.3 45.8 54.2 54.5

54.1 45.0 46.3 54.6 54.8
Vehicle Noise: 65.6 63.8 61.3 56.0 64.6 65.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.7 62.8 61.0 55.0 63.6 64.2

55.2 55.5

53.7 47.3 45.8 54.2 54.5

54.1 45.0 46.3 54.6 54.8
Vehicle Noise: 65.6 63.8 61.3 56.0 64.6 65.1

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
251
6716
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R2 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Third Floor With Wall
13,340
10%
237.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 237.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.23
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.22 -1.20 0.000 0.000
-22.35 -10.21 -1.20 0.000 0.000
-21.60
-21.79
-22.17
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
236.504
236.335
236.046
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.5 56.6 54.9 48.8 57.4 58.0

49.0 49.3

47.5 41.1 39.6 48.0 48.3

47.8 38.8 40.0 48.4 48.5
Vehicle Noise: 59.4 57.6 55.2 49.8 58.4 58.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.5 56.6 54.9 48.8 57.4 58.0

49.0 49.3

47.5 41.1 39.6 48.0 48.3

47.8 38.8 40.0 48.4 48.5
Vehicle Noise: 59.4 57.6 55.2 49.8 58.4 58.9

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
252
6717
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R3 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Third Floor With Wall
11,960
10%
127.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 127.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.26
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.24 -1.20 0.000 0.000
-22.37 -6.21 -1.20 0.000 0.000
-20.83
-21.18
-21.89
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
128.585
128.273
127.741
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.7 58.8 57.0 51.0 59.6 60.2

51.8 52.4

50.3 43.9 42.4 50.8 51.0

50.9 41.9 43.2 51.5 51.6
Vehicle Noise: 61.8 60.0 57.4 52.1 60.7 61.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.7 58.8 57.0 51.0 59.6 60.2

51.8 52.4

50.3 43.9 42.4 50.8 51.0

50.9 41.9 43.2 51.5 51.6
Vehicle Noise: 61.8 60.0 57.4 52.1 60.7 61.2

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
253
6718
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R4 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Third Floor With Wall
11,960
10%
132.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 132.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.50
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.49 -1.20 0.000 0.000
-22.37 -6.46 -1.20 0.000 0.000
-20.89
-21.23
-21.91
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
133.525
133.225
132.713
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.5 58.6 56.8 50.7 59.4 60.0

51.5 52.1

50.0 43.7 42.1 50.6 50.8

50.7 41.7 42.9 51.3 51.4
Vehicle Noise: 61.5 59.7 57.1 51.9 60.5 61.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.5 58.6 56.8 50.7 59.4 60.0

51.5 52.1

50.0 43.7 42.1 50.6 50.8

50.7 41.7 42.9 51.3 51.4
Vehicle Noise: 61.5 59.7 57.1 51.9 60.5 61.0

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
254
6719
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R5 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Third Floor With Wall
11,960
10%
167.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 167.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.01
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -8.00 -1.20 0.000 0.000
-22.37 -7.98 -1.20 0.000 0.000
-21.23
-21.50
-22.03
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
168.208
167.970
167.564
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.0 57.1 55.3 49.2 57.9 58.5

50.0 50.6

48.5 42.1 40.6 49.1 49.3

49.2 40.1 41.4 49.7 49.9
Vehicle Noise: 60.0 58.2 55.6 50.4 59.0 59.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.0 57.1 55.3 49.2 57.9 58.5

50.0 50.6

48.5 42.1 40.6 49.1 49.3

49.2 40.1 41.4 49.7 49.9
Vehicle Noise: 60.0 58.2 55.6 50.4 59.0 59.5

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
255
6720
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R6 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Third Floor With Wall
11,960
10%
205.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 205.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-9.33
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -9.32 -1.20 0.000 0.000
-22.37 -9.31 -1.20 0.000 0.000
-21.46
-21.68
-22.12
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
205.985
205.791
205.460
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.6 55.7 54.0 47.9 56.5 57.2

48.7 49.3

47.2 40.8 39.3 47.7 48.0

47.8 38.8 40.1 48.4 48.5
Vehicle Noise: 58.7 56.9 54.3 49.1 57.6 58.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.6 55.7 54.0 47.9 56.5 57.2

48.7 49.3

47.2 40.8 39.3 47.7 48.0

47.8 38.8 40.1 48.4 48.5
Vehicle Noise: 58.7 56.9 54.3 49.1 57.6 58.2

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
256
6721
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R7 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Third Floor With Wall
13,340
10%
257.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 257.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.76
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.75 -1.20 0.000 0.000
-22.35 -10.75 -1.20 0.000 0.000
-21.67
-21.85
-22.20
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
256.542
256.386
256.121
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.0 56.1 54.3 48.3 56.9 57.5

48.4 48.7

46.9 40.6 39.0 47.5 47.7

47.3 38.3 39.5 47.9 48.0
Vehicle Noise: 58.9 57.1 54.6 49.3 57.8 58.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.0 56.1 54.3 48.3 56.9 57.5

48.4 48.7

46.9 40.6 39.0 47.5 47.7

47.3 38.3 39.5 47.9 48.0
Vehicle Noise: 58.9 57.1 54.6 49.3 57.8 58.4

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
257
6722
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R8 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Third Floor With Wall
13,340
10%
138.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 138.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.68
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -6.66 -1.20 0.000 0.000
-22.35 -6.64 -1.20 0.000 0.000
-20.96
-21.29
-21.94
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
137.146
136.854
136.355
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.1 60.2 58.4 52.4 61.0 61.6

52.5 52.8

51.0 44.7 43.1 51.6 51.8

51.4 42.4 43.6 52.0 52.1
Vehicle Noise: 63.0 61.2 58.7 53.3 61.9 62.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.1 60.2 58.4 52.4 61.0 61.6

52.5 52.8

51.0 44.7 43.1 51.6 51.8

51.4 42.4 43.6 52.0 52.1
Vehicle Noise: 63.0 61.2 58.7 53.3 61.9 62.4

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
258
6723
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R9 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Third Floor With Wall
11,960
10%
143.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 143.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.01
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -7.00 -1.20 0.000 0.000
-22.37 -6.98 -1.20 0.000 0.000
-21.02
-21.33
-21.96
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
144.409
144.132
143.659
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.0 58.1 56.3 50.2 58.9 59.5

51.0 51.6

49.5 43.1 41.6 50.1 50.3

50.2 41.1 42.4 50.7 50.9
Vehicle Noise: 61.0 59.2 56.6 51.4 60.0 60.5
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.0 58.1 56.3 50.2 58.9 59.5

51.0 51.6

49.5 43.1 41.6 50.1 50.3

50.2 41.1 42.4 50.7 50.9
Vehicle Noise: 61.0 59.2 56.6 51.4 60.0 60.5

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
259
6724
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R10 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Third Floor With Wall
13,340
10%
149.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 149.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 23.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.18
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -7.17 -1.20 0.000 0.000
-22.35 -7.15 -1.20 0.000 0.000
-21.08
-21.38
-21.98
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
148.209
147.939
147.478
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.6 59.7 57.9 51.9 60.5 61.1

52.0 52.3

50.5 44.2 42.6 51.1 51.3

50.9 41.9 43.1 51.5 51.6
Vehicle Noise: 62.5 60.7 58.2 52.8 61.4 61.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.6 59.7 57.9 51.9 60.5 61.1

52.0 52.3

50.5 44.2 42.6 51.1 51.3

50.9 41.9 43.1 51.5 51.6
Vehicle Noise: 62.5 60.7 58.2 52.8 61.4 61.9

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
260
6725
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R1 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Fourth Floor With Wall
13,340
10%

93.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 93.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 32.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-4.23
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -4.19 -1.20 0.000 0.000
-22.35 -4.11 -1.20 0.000 0.000
-26.71
-27.36
-28.67
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

94.197

93.579

92.459
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.5 62.6 60.9 54.8 63.4 64.0

55.0 55.4

53.5 47.1 45.6 54.1 54.3

53.9 44.9 46.2 54.5 54.6
Vehicle Noise: 65.4 63.6 61.2 55.8 64.4 64.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.5 62.6 60.9 54.8 63.4 64.0

55.0 55.4

53.5 47.1 45.6 54.1 54.3

53.9 44.9 46.2 54.5 54.6
Vehicle Noise: 65.4 63.6 61.2 55.8 64.4 64.9

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
261
6726
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R2 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Fourth Floor With Wall
13,340
10%
237.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 237.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 32.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.25
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.25 -1.20 0.000 0.000
-22.35 -10.23 -1.20 0.000 0.000
-29.47
-29.73
-30.26
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
237.472
237.228
236.788
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.5 56.6 54.8 48.8 57.4 58.0

49.0 49.2

47.4 41.1 39.5 48.0 48.2

47.8 38.8 40.0 48.4 48.5
Vehicle Noise: 59.4 57.6 55.1 49.8 58.3 58.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.5 56.6 54.8 48.8 57.4 58.0

49.0 49.2

47.4 41.1 39.5 48.0 48.2

47.8 38.8 40.0 48.4 48.5
Vehicle Noise: 59.4 57.6 55.1 49.8 58.3 58.9

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
262
6727
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R3 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Fourth Floor With Wall
11,960
10%
127.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 127.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 32.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.35
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.32 -1.20 0.000 0.000
-22.37 -6.28 -1.20 0.000 0.000
-27.90
-28.39
-29.36
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
130.357
129.912
129.107
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.6 58.7 57.0 50.9 59.5 60.1

51.7 52.3

50.2 43.8 42.3 50.7 51.0

50.9 41.8 43.1 51.4 51.6
Vehicle Noise: 61.7 59.9 57.3 52.1 60.6 61.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.6 58.7 57.0 50.9 59.5 60.1

51.7 52.3

50.2 43.8 42.3 50.7 51.0

50.9 41.8 43.1 51.4 51.6
Vehicle Noise: 61.7 59.9 57.3 52.1 60.6 61.1

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
263
6728
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R4 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Fourth Floor With Wall
11,960
10%
132.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 132.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 32.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.59
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.56 -1.20 0.000 0.000
-22.37 -6.53 -1.20 0.000 0.000
-28.03
-28.49
-29.43
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
135.233
134.804
134.029
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.4 58.5 56.7 50.7 59.3 59.9

51.4 52.0

49.9 43.6 42.0 50.5 50.7

50.6 41.6 42.8 51.2 51.3
Vehicle Noise: 61.4 59.6 57.1 51.8 60.4 60.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.4 58.5 56.7 50.7 59.3 59.9

51.4 52.0

49.9 43.6 42.0 50.5 50.7

50.6 41.6 42.8 51.2 51.3
Vehicle Noise: 61.4 59.6 57.1 51.8 60.4 60.9

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
264
6729
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R5 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Fourth Floor With Wall
11,960
10%
167.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 167.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 32.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.06
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -8.05 -1.20 0.000 0.000
-22.37 -8.02 -1.20 0.000 0.000
-28.71
-29.08
-29.82
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
169.567
169.225
168.608
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.9 57.0 55.2 49.2 57.8 58.4

50.0 50.6

48.5 42.1 40.6 49.0 49.2

49.1 40.1 41.3 49.7 49.8
Vehicle Noise: 60.0 58.2 55.6 50.3 58.9 59.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.9 57.0 55.2 49.2 57.8 58.4

50.0 50.6

48.5 42.1 40.6 49.0 49.2

49.1 40.1 41.3 49.7 49.8
Vehicle Noise: 60.0 58.2 55.6 50.3 58.9 59.4

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
265
6730
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R6 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Fourth Floor With Wall
11,960
10%
205.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 205.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 32.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-9.36
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -9.35 -1.20 0.000 0.000
-22.37 -9.34 -1.20 0.000 0.000
-29.18
-29.48
-30.09
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
207.097
206.816
206.312
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.6 55.7 53.9 47.9 56.5 57.1

48.7 49.2

47.1 40.8 39.2 47.7 47.9

47.8 38.8 40.0 48.4 48.5
Vehicle Noise: 58.7 56.9 54.3 49.0 57.6 58.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.6 55.7 53.9 47.9 56.5 57.1

48.7 49.2

47.1 40.8 39.2 47.7 47.9

47.8 38.8 40.0 48.4 48.5
Vehicle Noise: 58.7 56.9 54.3 49.0 57.6 58.1

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
266
6731
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R7 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Fourth Floor With Wall
13,340
10%
257.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 257.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 32.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.78
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.77 -1.20 0.000 0.000
-22.35 -10.76 -1.20 0.000 0.000
-29.61
-29.85
-30.34
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
257.435
257.210
256.805
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.0 56.1 54.3 48.3 56.9 57.5

48.4 48.7

46.9 40.6 39.0 47.5 47.7

47.3 38.2 39.5 47.9 48.0
Vehicle Noise: 58.9 57.1 54.6 49.2 57.8 58.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.0 56.1 54.3 48.3 56.9 57.5

48.4 48.7

46.9 40.6 39.0 47.5 47.7

47.3 38.2 39.5 47.9 48.0
Vehicle Noise: 58.9 57.1 54.6 49.2 57.8 58.3

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
267
6732
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R8 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Fourth Floor With Wall
13,340
10%
138.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 138.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 32.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.76
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -6.74 -1.20 0.000 0.000
-22.35 -6.70 -1.20 0.000 0.000
-28.17
-28.61
-29.51
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
138.809
138.391
137.636
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.0 60.1 58.3 52.3 60.9 61.5

52.5 52.8

51.0 44.6 43.0 51.5 51.7

51.3 42.3 43.6 51.9 52.0
Vehicle Noise: 62.9 61.1 58.6 53.3 61.8 62.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.0 60.1 58.3 52.3 60.9 61.5

52.5 52.8

51.0 44.6 43.0 51.5 51.7

51.3 42.3 43.6 51.9 52.0
Vehicle Noise: 62.9 61.1 58.6 53.3 61.8 62.4

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
268
6733
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R9 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Fourth Floor With Wall
11,960
10%
143.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 143.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 32.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.08
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -7.07 -1.20 0.000 0.000
-22.37 -7.03 -1.20 0.000 0.000
-28.28
-28.71
-29.57
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
145.990
145.592
144.875
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.9 58.0 56.2 50.2 58.8 59.4

50.9 51.5

49.4 43.1 41.5 50.0 50.2

50.1 41.1 42.3 50.7 50.8
Vehicle Noise: 60.9 59.1 56.6 51.3 59.9 60.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.9 58.0 56.2 50.2 58.8 59.4

50.9 51.5

49.4 43.1 41.5 50.0 50.2

50.1 41.1 42.3 50.7 50.8
Vehicle Noise: 60.9 59.1 56.6 51.3 59.9 60.4

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
269
6734
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R10 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Fourth Floor With Wall
13,340
10%
149.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 149.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 32.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.25
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -7.23 -1.20 0.000 0.000
-22.35 -7.20 -1.20 0.000 0.000
-28.40
-28.81
-29.64
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
149.750
149.362
148.663
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.5 59.6 57.8 51.8 60.4 61.0

52.0 52.3

50.5 44.1 42.6 51.0 51.2

50.8 41.8 43.1 51.4 51.5
Vehicle Noise: 62.4 60.6 58.1 52.8 61.4 61.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.5 59.6 57.8 51.8 60.4 61.0

52.0 52.3

50.5 44.1 42.6 51.0 51.2

50.8 41.8 43.1 51.4 51.5
Vehicle Noise: 62.4 60.6 58.1 52.8 61.4 61.9

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
270
6735
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R1 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Fifth Floor With Wall
13,340
10%

93.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 93.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 41.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-4.45
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -4.40 -1.20 0.000 0.000
-22.35 -4.30 -1.20 0.000 0.000
-32.46
-33.26
-34.89
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006

97.437

96.654

95.192
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.3 62.4 60.6 54.6 63.2 63.8

54.8 55.2

53.3 46.9 45.4 53.8 54.1

53.7 44.7 46.0 54.3 54.4
Vehicle Noise: 65.2 63.4 60.9 55.6 64.2 64.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.3 62.4 60.6 54.6 63.2 63.8

54.8 55.2

53.3 46.9 45.4 53.8 54.1

53.7 44.7 46.0 54.3 54.4
Vehicle Noise: 65.2 63.4 60.9 55.6 64.2 64.7

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
271
6736
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R2 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Fifth Floor With Wall
13,340
10%
237.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 237.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 41.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.29
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.28 -1.20 0.000 0.000
-22.35 -10.26 -1.20 0.000 0.000
-37.00
-37.34
-38.01
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
238.776
238.458
237.869
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.5 56.6 54.8 48.8 57.4 58.0

48.9 49.2

47.4 41.0 39.5 48.0 48.2

47.8 38.7 40.0 48.4 48.5
Vehicle Noise: 59.4 57.6 55.1 49.7 58.3 58.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.5 56.6 54.8 48.8 57.4 58.0

48.9 49.2

47.4 41.0 39.5 48.0 48.2

47.8 38.7 40.0 48.4 48.5
Vehicle Noise: 59.4 57.6 55.1 49.7 58.3 58.8

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
272
6737
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R3 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Fifth Floor With Wall
11,960
10%
127.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 127.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 41.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.46
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.43 -1.20 0.000 0.000
-22.37 -6.38 -1.20 0.000 0.000
-34.40
-35.01
-36.24
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
132.718
132.144
131.079
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.5 58.6 56.8 50.8 59.4 60.0

51.6 52.2

50.1 43.7 42.2 50.6 50.9

50.8 41.7 43.0 51.3 51.5
Vehicle Noise: 61.6 59.8 57.2 51.9 60.5 61.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.5 58.6 56.8 50.8 59.4 60.0

51.6 52.2

50.1 43.7 42.2 50.6 50.9

50.8 41.7 43.0 51.3 51.5
Vehicle Noise: 61.6 59.8 57.2 51.9 60.5 61.0

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
273
6738
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R4 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Fifth Floor With Wall
11,960
10%
132.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 132.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 41.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.69
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.67 -1.20 0.000 0.000
-22.37 -6.62 -1.20 0.000 0.000
-34.61
-35.20
-36.38
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
137.510
136.956
135.929
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.3 58.4 56.6 50.6 59.2 59.8

51.3 52.0

49.8 43.5 41.9 50.4 50.6

50.5 41.5 42.7 51.1 51.2
Vehicle Noise: 61.3 59.5 56.9 51.7 60.3 60.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.3 58.4 56.6 50.6 59.2 59.8

51.3 52.0

49.8 43.5 41.9 50.4 50.6

50.5 41.5 42.7 51.1 51.2
Vehicle Noise: 61.3 59.5 56.9 51.7 60.3 60.8

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
274
6739
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R5 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Fifth Floor With Wall
11,960
10%
167.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 167.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 41.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.13
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -8.11 -1.20 0.000 0.000
-22.37 -8.08 -1.20 0.000 0.000
-35.73
-36.20
-37.14
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
171.388
170.944
170.122
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.8 56.9 55.2 49.1 57.7 58.4

49.9 50.5

48.4 42.0 40.5 48.9 49.2

49.1 40.0 41.3 49.6 49.8
Vehicle Noise: 59.9 58.1 55.5 50.3 58.8 59.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.8 56.9 55.2 49.1 57.7 58.4

49.9 50.5

48.4 42.0 40.5 48.9 49.2

49.1 40.0 41.3 49.6 49.8
Vehicle Noise: 59.9 58.1 55.5 50.3 58.8 59.4

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
275
6740
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R6 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Fifth Floor With Wall
11,960
10%
205.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 205.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 41.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-9.41
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -9.40 -1.20 0.000 0.000
-22.37 -9.38 -1.20 0.000 0.000
-36.53
-36.91
-37.69
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
208.591
208.226
207.551
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.6 55.7 53.9 47.8 56.5 57.1

48.6 49.2

47.1 40.7 39.2 47.7 47.9

47.8 38.7 40.0 48.3 48.5
Vehicle Noise: 58.6 56.8 54.2 49.0 57.6 58.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.6 55.7 53.9 47.8 56.5 57.1

48.6 49.2

47.1 40.7 39.2 47.7 47.9

47.8 38.7 40.0 48.3 48.5
Vehicle Noise: 58.6 56.8 54.2 49.0 57.6 58.1

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
276
6741
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R7 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Fifth Floor With Wall
13,340
10%
257.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 257.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 41.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.81
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.80 -1.20 0.000 0.000
-22.35 -10.79 -1.20 0.000 0.000
-37.24
-37.55
-38.17
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
258.639
258.345
257.801
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.0 56.1 54.3 48.2 56.9 57.5

48.4 48.7

46.9 40.5 39.0 47.4 47.7

47.3 38.2 39.5 47.8 48.0
Vehicle Noise: 58.8 57.0 54.6 49.2 57.8 58.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.0 56.1 54.3 48.2 56.9 57.5

48.4 48.7

46.9 40.5 39.0 47.4 47.7

47.3 38.2 39.5 47.8 48.0
Vehicle Noise: 58.8 57.0 54.6 49.2 57.8 58.3

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
277
6742
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R8 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Fifth Floor With Wall
13,340
10%
138.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 138.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 41.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.86
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -6.83 -1.20 0.000 0.000
-22.35 -6.79 -1.20 0.000 0.000
-34.84
-35.40
-36.54
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
141.028
140.488
139.487
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.9 60.0 58.2 52.2 60.8 61.4

52.4 52.7

50.9 44.5 43.0 51.4 51.6

51.3 42.2 43.5 51.8 52.0
Vehicle Noise: 62.8 61.0 58.5 53.2 61.7 62.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.9 60.0 58.2 52.2 60.8 61.4

52.4 52.7

50.9 44.5 43.0 51.4 51.6

51.3 42.2 43.5 51.8 52.0
Vehicle Noise: 62.8 61.0 58.5 53.2 61.7 62.3

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
278
6743
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R9 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Fifth Floor With Wall
11,960
10%
143.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 143.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 41.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.18
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -7.15 -1.20 0.000 0.000
-22.37 -7.11 -1.20 0.000 0.000
-35.02
-35.56
-36.66
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
148.101
147.587
146.634
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.8 57.9 56.1 50.1 58.7 59.3

50.9 51.5

49.3 43.0 41.4 49.9 50.1

50.0 41.0 42.3 50.6 50.7
Vehicle Noise: 60.8 59.0 56.5 51.2 59.8 60.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.8 57.9 56.1 50.1 58.7 59.3

50.9 51.5

49.3 43.0 41.4 49.9 50.1

50.0 41.0 42.3 50.6 50.7
Vehicle Noise: 60.8 59.0 56.5 51.2 59.8 60.3

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
279
6744
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R10 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Fifth Floor With Wall
13,340
10%
149.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 149.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 41.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.34
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -7.32 -1.20 0.000 0.000
-22.35 -7.28 -1.20 0.000 0.000
-35.22
-35.74
-36.79
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
151.809
151.308
150.378
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.4 59.5 57.8 51.7 60.3 60.9

51.9 52.2

50.4 44.0 42.5 50.9 51.2

50.8 41.7 43.0 51.3 51.5
Vehicle Noise: 62.3 60.5 58.0 52.7 61.3 61.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.4 59.5 57.8 51.7 60.3 60.9

51.9 52.2

50.4 44.0 42.5 50.9 51.2

50.8 41.7 43.0 51.3 51.5
Vehicle Noise: 62.3 60.5 58.0 52.7 61.3 61.8

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
280
6745
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R1 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Sixth Floor With Wall
13,340
10%

93.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 93.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 50.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-4.71
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -4.65 -1.20 0.000 0.000
-22.35 -4.53 -1.20 0.000 0.000
-37.54
-38.48
-40.41
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
101.376
100.444

98.674
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.1 62.2 60.4 54.3 63.0 63.6

54.6 54.9

53.0 46.7 45.1 53.6 53.8

53.5 44.5 45.7 54.1 54.2
Vehicle Noise: 65.0 63.2 60.7 55.3 63.9 64.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

64.1 62.2 60.4 54.3 63.0 63.6

54.6 54.9

53.0 46.7 45.1 53.6 53.8

53.5 44.5 45.7 54.1 54.2
Vehicle Noise: 65.0 63.2 60.7 55.3 63.9 64.4

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
281
6746
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R2 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Sixth Floor With Wall
13,340
10%
237.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 237.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 50.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.33
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.32 -1.20 0.000 0.000
-22.35 -10.30 -1.20 0.000 0.000
-44.22
-44.63
-45.44
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
240.410
240.019
239.283
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.4 56.5 54.8 48.7 57.3 57.9

48.9 49.2

47.4 41.0 39.5 47.9 48.2

47.7 38.7 40.0 48.3 48.4
Vehicle Noise: 59.3 57.5 55.0 49.7 58.3 58.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.4 56.5 54.8 48.7 57.3 57.9

48.9 49.2

47.4 41.0 39.5 47.9 48.2

47.7 38.7 40.0 48.3 48.4
Vehicle Noise: 59.3 57.5 55.0 49.7 58.3 58.8

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
282
6747
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R3 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Sixth Floor With Wall
11,960
10%
127.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 127.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 50.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.60
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.57 -1.20 0.000 0.000
-22.37 -6.51 -1.20 0.000 0.000
-40.36
-41.08
-42.55
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
135.636
134.941
133.628
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.4 58.5 56.7 50.6 59.3 59.9

51.4 52.1

49.9 43.6 42.0 50.5 50.7

50.6 41.6 42.9 51.2 51.3
Vehicle Noise: 61.4 59.6 57.0 51.8 60.4 60.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.4 58.5 56.7 50.6 59.3 59.9

51.4 52.1

49.9 43.6 42.0 50.5 50.7

50.6 41.6 42.9 51.2 51.3
Vehicle Noise: 61.4 59.6 57.0 51.8 60.4 60.9

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
283
6748
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R4 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Sixth Floor With Wall
11,960
10%
132.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 132.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 50.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.83
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -6.79 -1.20 0.000 0.000
-22.37 -6.74 -1.20 0.000 0.000
-40.66
-41.36
-42.78
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
140.328
139.657
138.389
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.1 58.2 56.5 50.4 59.0 59.7

51.2 51.8

49.7 43.3 41.8 50.3 50.5

50.4 41.4 42.6 51.0 51.1
Vehicle Noise: 61.2 59.4 56.8 51.6 60.1 60.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

60.1 58.2 56.5 50.4 59.0 59.7

51.2 51.8

49.7 43.3 41.8 50.3 50.5

50.4 41.4 42.6 51.0 51.1
Vehicle Noise: 61.2 59.4 56.8 51.6 60.1 60.7

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
284
6749
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R5 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Sixth Floor With Wall
11,960
10%
167.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 167.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 50.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.21
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -8.19 -1.20 0.000 0.000
-22.37 -8.16 -1.20 0.000 0.000
-42.32
-42.88
-44.02
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
173.658
173.116
172.094
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.8 56.9 55.1 49.0 57.7 58.3

49.8 50.4

48.3 41.9 40.4 48.9 49.1

49.0 40.0 41.2 49.6 49.7
Vehicle Noise: 59.8 58.0 55.4 50.2 58.8 59.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.8 56.9 55.1 49.0 57.7 58.3

49.8 50.4

48.3 41.9 40.4 48.9 49.1

49.0 40.0 41.2 49.6 49.7
Vehicle Noise: 59.8 58.0 55.4 50.2 58.8 59.3

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
285
6750
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R6 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Sixth Floor With Wall
11,960
10%
205.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 205.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 50.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-9.47
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -9.45 -1.20 0.000 0.000
-22.37 -9.43 -1.20 0.000 0.000
-43.51
-43.97
-44.91
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
210.459
210.012
209.171
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.5 55.6 53.8 47.8 56.4 57.0

48.6 49.1

47.0 40.7 39.1 47.6 47.8

47.7 38.7 39.9 48.3 48.4
Vehicle Noise: 58.6 56.8 54.2 48.9 57.5 58.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.5 55.6 53.8 47.8 56.4 57.0

48.6 49.1

47.0 40.7 39.1 47.6 47.8

47.7 38.7 39.9 48.3 48.4
Vehicle Noise: 58.6 56.8 54.2 48.9 57.5 58.0

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
286
6751
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R7 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Sixth Floor With Wall
13,340
10%
257.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 257.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 50.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.85
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.84 -1.20 0.000 0.000
-22.35 -10.82 -1.20 0.000 0.000
-44.58
-44.95
-45.71
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
260.148
259.786
259.107
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.9 56.0 54.3 48.2 56.8 57.4

48.4 48.6

46.9 40.5 38.9 47.4 47.6

47.2 38.2 39.4 47.8 47.9
Vehicle Noise: 58.8 57.0 54.5 49.2 57.8 58.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.9 56.0 54.3 48.2 56.8 57.4

48.4 48.6

46.9 40.5 38.9 47.4 47.6

47.2 38.2 39.4 47.8 47.9
Vehicle Noise: 58.8 57.0 54.5 49.2 57.8 58.3

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
287
6752
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R8 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Sixth Floor With Wall
13,340
10%
138.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 138.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 50.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.98
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -6.95 -1.20 0.000 0.000
-22.35 -6.90 -1.20 0.000 0.000
-41.00
-41.67
-43.03
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
143.778
143.122
141.886
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.8 59.9 58.1 52.1 60.7 61.3

52.2 52.6

50.7 44.4 42.8 51.3 51.5

51.1 42.1 43.4 51.7 51.8
Vehicle Noise: 62.7 60.9 58.4 53.0 61.6 62.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.8 59.9 58.1 52.1 60.7 61.3

52.2 52.6

50.7 44.4 42.8 51.3 51.5

51.1 42.1 43.4 51.7 51.8
Vehicle Noise: 62.7 60.9 58.4 53.0 61.6 62.1

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
288
6753
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R9 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Sixth Floor With Wall
11,960
10%
143.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 143.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 50.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.29
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -7.26 -1.20 0.000 0.000
-22.37 -7.21 -1.20 0.000 0.000
-41.26
-41.91
-43.23
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
150.722
150.097
148.918
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.7 57.8 56.0 50.0 58.6 59.2

50.7 51.4

49.2 42.9 41.3 49.8 50.0

49.9 40.9 42.2 50.5 50.6
Vehicle Noise: 60.7 58.9 56.3 51.1 59.7 60.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.7 57.8 56.0 50.0 58.6 59.2

50.7 51.4

49.2 42.9 41.3 49.8 50.0

49.9 40.9 42.2 50.5 50.6
Vehicle Noise: 60.7 58.9 56.3 51.1 59.7 60.2

77.62 82.14

69.34 Road Grade: 1.0%
feet
Thursday, May 9, 2024
289
6754
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - 6/2/2013

SITE SPECIFIC INPUT DATA
Project Name: Empire Groves Hotel
Job Number: 15693
Lot No: R10 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Sixth Floor With Wall
13,340
10%
149.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 149.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 50.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.45
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -7.42 -1.20 0.000 0.000
-22.35 -7.37 -1.20 0.000 0.000
-41.56
-42.18
-43.45
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 2.000

4.000

8.006
154.366
153.756
152.606
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.3 59.4 57.7 51.6 60.2 60.8

51.8 52.1

50.3 43.9 42.4 50.8 51.1

50.7 41.6 42.9 51.2 51.4
Vehicle Noise: 62.2 60.4 57.9 52.6 61.2 61.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.3 59.4 57.7 51.6 60.2 60.8

51.8 52.1

50.3 43.9 42.4 50.8 51.1

50.7 41.6 42.9 51.2 51.4
Vehicle Noise: 62.2 60.4 57.9 52.6 61.2 61.7

78.79 83.02

71.12 Road Grade: 1.0%
feet
Thursday, May 9, 2024
290
6755
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R5 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: First Floor With Wall
11,960
10%
167.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 167.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 59.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.13
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -8.10 -1.20 0.000 0.000
-22.37 -8.03 -1.20 0.000 0.000
-47.48
-48.26
-50.21
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
171.365
170.588
168.776
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.8 56.9 55.2 49.1 57.7 58.4

49.9 50.5

48.4 42.0 40.5 49.0 49.2

49.1 40.1 41.3 49.7 49.8
Vehicle Noise: 59.9 58.1 55.5 50.3 58.8 59.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.8 56.9 55.2 49.1 57.7 58.4

49.9 50.5

48.4 42.0 40.5 49.0 49.2

49.1 40.1 41.3 49.7 49.8
Vehicle Noise: 59.9 58.1 55.5 50.3 58.8 59.4

77.62 82.14

69.34 Road Grade: 0.0%
feet
Thursday, May 9, 2024
291
6756
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R6 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: First Floor With Wall
11,960
10%
205.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 205.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 59.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-9.37
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -9.35 -1.20 0.000 0.000
-22.37 -9.31 -1.20 0.000 0.000
-49.35
-49.99
-51.59
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
207.475
206.834
205.342
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.6 55.7 53.9 47.9 56.5 57.1

48.7 49.3

47.1 40.8 39.2 47.7 47.9

47.8 38.8 40.1 48.4 48.5
Vehicle Noise: 58.7 56.9 54.3 49.0 57.6 58.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.6 55.7 53.9 47.9 56.5 57.1

48.7 49.3

47.1 40.8 39.2 47.7 47.9

47.8 38.8 40.1 48.4 48.5
Vehicle Noise: 58.7 56.9 54.3 49.0 57.6 58.1

77.62 82.14

69.34 Road Grade: 0.0%
feet
Thursday, May 9, 2024
292
6757
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R7 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: First Floor With Wall
13,340
10%
257.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 257.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 59.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.24
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.22 -1.20 0.000 0.000
-22.35 -10.19 -1.20 0.000 0.000
-50.47
-51.03
-52.42
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
236.994
236.432
235.128
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.5 56.6 54.9 48.8 57.4 58.0

49.0 49.3

47.5 41.1 39.6 48.0 48.3

47.9 38.8 40.1 48.4 48.6
Vehicle Noise: 59.4 57.6 55.1 49.8 58.4 58.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.5 56.6 54.9 48.8 57.4 58.0

49.0 49.3

47.5 41.1 39.6 48.0 48.3

47.9 38.8 40.1 48.4 48.6
Vehicle Noise: 59.4 57.6 55.1 49.8 58.4 58.9

78.79 83.02

71.12 Road Grade: 0.0%
feet
Thursday, May 9, 2024
293
6758
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R8 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: First Floor With Wall
13,340
10%
138.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 138.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 59.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.01
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -5.96 -1.20 0.000 0.000
-22.35 -5.82 -1.20 0.000 0.000
-43.45
-44.51
-47.18
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
123.891
122.814
120.285
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.7 60.8 59.1 53.0 61.7 62.3

53.2 53.6

51.7 45.4 43.8 52.3 52.5

52.2 43.2 44.4 52.8 52.9
Vehicle Noise: 63.7 61.9 59.4 54.0 62.6 63.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.7 60.8 59.1 53.0 61.7 62.3

53.2 53.6

51.7 45.4 43.8 52.3 52.5

52.2 43.2 44.4 52.8 52.9
Vehicle Noise: 63.7 61.9 59.4 54.0 62.6 63.1

78.79 83.02

71.12 Road Grade: 0.0%
feet
Thursday, May 9, 2024
294
6759
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R9 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: First Floor With Wall
11,960
10%
143.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 143.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 59.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.22
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -7.18 -1.20 0.000 0.000
-22.37 -7.09 -1.20 0.000 0.000
-45.82
-46.72
-48.97
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
149.044
148.149
146.060
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.8 57.9 56.1 50.0 58.7 59.3

50.8 51.5

49.3 43.0 41.4 49.9 50.1

50.1 41.0 42.3 50.6 50.8
Vehicle Noise: 60.8 59.0 56.4 51.2 59.8 60.3
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.8 57.9 56.1 50.0 58.7 59.3

50.8 51.5

49.3 43.0 41.4 49.9 50.1

50.1 41.0 42.3 50.6 50.8
Vehicle Noise: 60.8 59.0 56.4 51.2 59.8 60.3

77.62 82.14

69.34 Road Grade: 0.0%
feet
Thursday, May 9, 2024
295
6760
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R10 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: First Floor With Wall
13,340
10%
149.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 149.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 59.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.52
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -6.47 -1.20 0.000 0.000
-22.35 -6.36 -1.20 0.000 0.000
-44.60
-45.57
-48.05
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
133.918
132.922
130.589
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.2 60.3 58.6 52.5 61.1 61.7

52.7 53.1

51.2 44.9 43.3 51.8 52.0

51.7 42.7 43.9 52.3 52.4
Vehicle Noise: 63.2 61.3 58.9 53.5 62.1 62.6
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.2 60.3 58.6 52.5 61.1 61.7

52.7 53.1

51.2 44.9 43.3 51.8 52.0

51.7 42.7 43.9 52.3 52.4
Vehicle Noise: 63.2 61.3 58.9 53.5 62.1 62.6

78.79 83.02

71.12 Road Grade: 0.0%
feet
Thursday, May 9, 2024
296
6761
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R5 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Second Floor With Wall
11,960
10%
167.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 167.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 68.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.25
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -8.22 -1.20 0.000 0.000
-22.37 -8.14 -1.20 0.000 0.000
-53.06
-53.94
-56.15
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
174.668
173.787
171.710
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.7 56.8 55.1 49.0 57.6 58.2

49.8 50.4

48.3 41.9 40.4 48.8 49.1

49.0 40.0 41.2 49.6 49.7
Vehicle Noise: 59.8 58.0 55.4 50.2 58.7 59.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.7 56.8 55.1 49.0 57.6 58.2

49.8 50.4

48.3 41.9 40.4 48.8 49.1

49.0 40.0 41.2 49.6 49.7
Vehicle Noise: 59.8 58.0 55.4 50.2 58.7 59.2

77.62 82.14

69.34 Road Grade: 0.0%
feet
Thursday, May 9, 2024
297
6762
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R6 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Second Floor With Wall
11,960
10%
205.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 205.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 68.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-9.46
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -9.44 -1.20 0.000 0.000
-22.37 -9.38 -1.20 0.000 0.000
-55.48
-56.21
-58.03
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
210.212
209.480
207.760
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.5 55.6 53.8 47.8 56.4 57.0

48.6 49.2

47.1 40.7 39.2 47.6 47.9

47.8 38.7 40.0 48.3 48.5
Vehicle Noise: 58.6 56.8 54.2 48.9 57.5 58.0
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.5 55.6 53.8 47.8 56.4 57.0

48.6 49.2

47.1 40.7 39.2 47.6 47.9

47.8 38.7 40.0 48.3 48.5
Vehicle Noise: 58.6 56.8 54.2 48.9 57.5 58.0

77.62 82.14

69.34 Road Grade: 0.0%
feet
Thursday, May 9, 2024
298
6763
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R7 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Second Floor With Wall
13,340
10%
257.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 257.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 68.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.31
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.29 -1.20 0.000 0.000
-22.35 -10.25 -1.20 0.000 0.000
-56.94
-57.58
-59.17
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
239.393
238.751
237.243
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.5 56.6 54.8 48.7 57.4 58.0

48.9 49.2

47.4 41.0 39.5 48.0 48.2

47.8 38.8 40.0 48.4 48.5
Vehicle Noise: 59.4 57.5 55.1 49.7 58.3 58.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.5 56.6 54.8 48.7 57.4 58.0

48.9 49.2

47.4 41.0 39.5 48.0 48.2

47.8 38.8 40.0 48.4 48.5
Vehicle Noise: 59.4 57.5 55.1 49.7 58.3 58.8

78.79 83.02

71.12 Road Grade: 0.0%
feet
Thursday, May 9, 2024
299
6764
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R8 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Second Floor With Wall
13,340
10%
138.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 138.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 68.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.25
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -6.19 -1.20 0.000 0.000
-22.35 -6.04 -1.20 0.000 0.000
-47.92
-49.09
-52.08
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
128.421
127.220
124.368
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.5 60.6 58.8 52.8 61.4 62.0

53.0 53.4

51.5 45.1 43.6 52.1 52.3

52.0 43.0 44.2 52.6 52.7
Vehicle Noise: 63.4 61.6 59.1 53.8 62.4 62.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.5 60.6 58.8 52.8 61.4 62.0

53.0 53.4

51.5 45.1 43.6 52.1 52.3

52.0 43.0 44.2 52.6 52.7
Vehicle Noise: 63.4 61.6 59.1 53.8 62.4 62.9

78.79 83.02

71.12 Road Grade: 0.0%
feet
Thursday, May 9, 2024
300
6765
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R9 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Second Floor With Wall
11,960
10%
143.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 143.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 68.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.38
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -7.34 -1.20 0.000 0.000
-22.37 -7.24 -1.20 0.000 0.000
-50.93
-51.93
-54.47
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
152.830
151.822
149.440
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.6 57.7 55.9 49.9 58.5 59.1

50.7 51.3

49.2 42.8 41.3 49.7 50.0

49.9 40.9 42.1 50.5 50.6
Vehicle Noise: 60.7 58.9 56.3 51.0 59.6 60.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.6 57.7 55.9 49.9 58.5 59.1

50.7 51.3

49.2 42.8 41.3 49.7 50.0

49.9 40.9 42.1 50.5 50.6
Vehicle Noise: 60.7 58.9 56.3 51.0 59.6 60.1

77.62 82.14

69.34 Road Grade: 0.0%
feet
Thursday, May 9, 2024
301
6766
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R10 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Second Floor With Wall
13,340
10%
149.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 149.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 68.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.72
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -6.67 -1.20 0.000 0.000
-22.35 -6.54 -1.20 0.000 0.000
-49.37
-50.46
-53.23
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
138.120
137.003
134.359
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.0 60.1 58.4 52.3 60.9 61.5

52.5 52.9

51.0 44.7 43.1 51.6 51.8

51.5 42.5 43.7 52.1 52.2
Vehicle Noise: 63.0 61.1 58.7 53.3 61.9 62.4
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.0 60.1 58.4 52.3 60.9 61.5

52.5 52.9

51.0 44.7 43.1 51.6 51.8

51.5 42.5 43.7 52.1 52.2
Vehicle Noise: 63.0 61.1 58.7 53.3 61.9 62.4

78.79 83.02

71.12 Road Grade: 0.0%
feet
Thursday, May 9, 2024
302
6767
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R5 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Third Floor With Wall
11,960
10%
167.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 167.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 77.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-8.39
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -8.35 -1.20 0.000 0.000
-22.37 -8.27 -1.20 0.000 0.000
-58.25
-59.22
-61.68
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
178.365
177.385
175.058
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.6 56.7 54.9 48.9 57.5 58.1

49.7 50.3

48.1 41.8 40.2 48.7 48.9

48.9 39.8 41.1 49.5 49.6
Vehicle Noise: 59.6 57.8 55.3 50.0 58.6 59.1
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.6 56.7 54.9 48.9 57.5 58.1

49.7 50.3

48.1 41.8 40.2 48.7 48.9

48.9 39.8 41.1 49.5 49.6
Vehicle Noise: 59.6 57.8 55.3 50.0 58.6 59.1

77.62 82.14

69.34 Road Grade: 0.0%
feet
Thursday, May 9, 2024
303
6768
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R6 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Third Floor With Wall
11,960
10%
205.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 205.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 77.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-9.55
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -9.53 -1.20 0.000 0.000
-22.37 -9.47 -1.20 0.000 0.000
-61.27
-62.08
-64.12
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
213.293
212.475
210.535
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.4 55.5 53.8 47.7 56.3 56.9

48.5 49.1

47.0 40.6 39.1 47.5 47.8

47.7 38.6 39.9 48.3 48.4
Vehicle Noise: 58.5 56.7 54.1 48.8 57.4 57.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

57.4 55.5 53.8 47.7 56.3 56.9

48.5 49.1

47.0 40.6 39.1 47.5 47.8

47.7 38.6 39.9 48.3 48.4
Vehicle Noise: 58.5 56.7 54.1 48.8 57.4 57.9

77.62 82.14

69.34 Road Grade: 0.0%
feet
Thursday, May 9, 2024
304
6769
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R7 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Third Floor With Wall
13,340
10%
257.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 257.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 77.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-10.38
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -10.36 -1.20 0.000 0.000
-22.35 -10.31 -1.20 0.000 0.000
-63.11
-63.82
-65.61
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
242.103
241.383
239.677
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.4 56.5 54.7 48.7 57.3 57.9

48.8 49.2

47.3 41.0 39.4 47.9 48.1

47.7 38.7 39.9 48.3 48.4
Vehicle Noise: 59.3 57.5 55.0 49.6 58.2 58.8
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

58.4 56.5 54.7 48.7 57.3 57.9

48.8 49.2

47.3 41.0 39.4 47.9 48.1

47.7 38.7 39.9 48.3 48.4
Vehicle Noise: 59.3 57.5 55.0 49.6 58.2 58.8

78.79 83.02

71.12 Road Grade: 0.0%
feet
Thursday, May 9, 2024
305
6770
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R8 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Third Floor With Wall
13,340
10%
138.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 138.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 77.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.50
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -6.43 -1.20 0.000 0.000
-22.35 -6.28 -1.20 0.000 0.000
-51.94
-53.22
-56.49
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
133.405
132.093
128.950
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.3 60.4 58.6 52.5 61.2 61.8

52.8 53.2

51.3 44.9 43.4 51.8 52.0

51.8 42.7 44.0 52.3 52.5
Vehicle Noise: 63.2 61.4 58.9 53.5 62.1 62.7
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

62.3 60.4 58.6 52.5 61.2 61.8

52.8 53.2

51.3 44.9 43.4 51.8 52.0

51.8 42.7 44.0 52.3 52.5
Vehicle Noise: 63.2 61.4 58.9 53.5 62.1 62.7

78.79 83.02

71.12 Road Grade: 0.0%
feet
Thursday, May 9, 2024
306
6771
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R9 Analyst: B. Maddux
Road Name: Guasti Road
Scenario: Third Floor With Wall
11,960
10%
143.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,196 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 143.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 77.0 feet
feet
Vehicle Speed: 45 mph
Near/Far Lane Distance: 12 feet
REMEL Traffic Flow Distance
-1.17
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-7.56
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.41 -7.51 -1.20 0.000 0.000
-22.37 -7.40 -1.20 0.000 0.000
-55.62
-56.72
-59.53
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
157.041
155.928
153.275
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.4 57.5 55.7 49.7 58.3 58.9

50.5 51.2

49.0 42.6 41.1 49.5 49.8

49.8 40.7 42.0 50.3 50.4
Vehicle Noise: 60.5 58.7 56.1 50.9 59.4 59.9
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

59.4 57.5 55.7 49.7 58.3 58.9

50.5 51.2

49.0 42.6 41.1 49.5 49.8

49.8 40.7 42.0 50.3 50.4
Vehicle Noise: 60.5 58.7 56.1 50.9 59.4 59.9

77.62 82.14

69.34 Road Grade: 0.0%
feet
Thursday, May 9, 2024
307
6772
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (CALVENO) - v10/31/19

SITE SPECIFIC INPUT DATA
Project Name: Emprie Groves Hotel
Job Number: 15693
Lot No: R10 Analyst: B. Maddux
Road Name: Holt Boulevard
Scenario: Third Floor With Wall
13,340
10%
149.0

NOISE MODEL INPUTS
Average Daily Traffic (Adt):

Peak Hour Percentage:

Peak Hour Volume: 1,334 vehicles
Centerline Dist. to Barrier:

Centerline Dist. to Observer: 149.0
Highway Data
feet
feet
vehicles
Road Elevation: 0.0
Barrier Elevation: 0.0
Pad Elevation: 0.0
Site Data
Site Conditions (Hard = 10, Soft = 15)
Medium Trucks (2 Axles): 15
Heavy Trucks (3+ Axles): 15
Autos: 15
Vehicle Mix
feet
feet Lane Equivalent Distance (in feet)
Barrier Height: 0.0
Observer Height (Above Pad): 77.0 feet
feet
Vehicle Speed: 50 mph
Near/Far Lane Distance: 52 feet
REMEL Traffic Flow Distance
-1.16
VehicleType Day Evening Night Daily
Medium Trucks:

Heavy Trucks:

Autos: 77.5% 12.9% 9.6% 97.42%

84.8% 4.9% 10.3% 1.84%

86.5% 2.7% 10.8% 0.74%
-6.94
Finite Road
-1.20
Barrier Atten
FHWA Noise Model Calculations
Barrier Distance to Observer: 0.0 feet
Barrier Type (0-Wall, 1-Berm): 0.0

0.000 0.000
Fresnel Berm Atten
Medium Trucks:

Heavy Trucks:

Autos:

VehicleType
-18.40 -6.88 -1.20 0.000 0.000
-22.35 -6.75 -1.20 0.000 0.000
-53.70
-54.90
-57.95
Medium Trucks:

Heavy Trucks:

Autos:

Noise Source Elevations (in feet)
Medium Trucks:

Heavy Trucks:

Autos: 0.00

2.30 8.01
142.766
141.540
138.612
Grade Adjustment: 0.0
Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.8 59.9 58.2 52.1 60.7 61.3

52.3 52.7

50.8 44.4 42.9 51.4 51.6

51.3 42.3 43.5 51.9 52.0
Vehicle Noise: 62.7 60.9 58.4 53.1 61.7 62.2
Mitigated Noise Levels (with Topo and barrier attenuation) Medium Trucks:

Heavy Trucks:

Autos:

VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL

61.8 59.9 58.2 52.1 60.7 61.3

52.3 52.7

50.8 44.4 42.9 51.4 51.6

51.3 42.3 43.5 51.9 52.0
Vehicle Noise: 62.7 60.9 58.4 53.1 61.7 62.2

78.79 83.02

71.12 Road Grade: 0.0%
feet
Thursday, May 9, 2024
308
6773
Empire Groves Hotel Noise Impact Analysis
15693-02 Noise Study.docx
APPENDIX 8.2:

ON-SITE RAILROAD NOISE CALCULATIONS
309
6774
Empire Groves Hotel Noise Impact Analysis
15693-02 Noise Study.docx
This page intentionally left blank
310
6775
Noise Model
Noise Model Based on Federal Transit Adminstration General Transit Noise Assessment Developed for Chicago Create Project
Copyright 2006, HMMH Inc.

Case:

Noise Source
All Sources
Source 1
Source 2
Source 3
Source 4
Source 5
Source 6
Source 7
Source 8
Enter noise receiver land use category below.
2 Enter data for up to 8 noise sources below - see reference list for source numbers.

NOISE SOURCE PARAMETERS
Parameter
Source Num. Freight Locomotive 9 Freight Cars 10 RRT/LRT 4 RRT/LRT 4 Distance (source to receiver) distance (ft) 300 distance (ft) 300 distance (ft) 300 distance (ft) 300 Daytime Hours speed (mph) 50 speed (mph) 50 speed (mph) 50 speed (mph) 50 (7 AM - 10 PM) trains/hour 4 trains/hour 4 trains/hour 2 trains/hour 1 locos/train 2 length of cars (ft) / train 300 cars/train 3 cars/train 6 Nighttime Hours speed (mph) 60 speed (mph) 60 speed (mph) 60 speed (mph) 0 (10 PM - 7 AM) trains/hour 0.25 trains/hour 0.25 trains/hour 0.25 trains/hour 0 locos/train 2 length of cars (ft) / train 300 cars/train 3 cars/train 0 Wheel Flats? n % of cars w/ wheel flats n % of cars w/ wheel flats n % of cars w/ wheel flats n Jointed Track? Y/N y Y/N y Y/N y Y/N y
Embedded Track? Y/N y Y/N y Y/N y Y/N y
Aerial Structure? Y/N n Y/N n Y/N n Y/N n
Barrier Present? Y/N n Y/N n Y/N n Y/N n
Intervening Rows of of Buildings number of rows 0 number of rows 0 number of rows 0 number of rows 0 Empire Groves Hotel
0 Ldn (dB)
68 67
60 52
48 0
0 0
0 0
0 51
0 0
0 0 0
Leq - daytime (dB)
69 68
60 15
51 43

RESULTS
Source 1 Source 2 Source 3
50 56
58 Leq - nighttime (dB)

LAND USE CATEGORY
Noise receiver land use category (1, 2 or 3)
Source 4

Page 1 ends
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