Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
56.080
55.922
55.938
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
68.3 66.5 64.8 59.8 67.9 68.5
67.9 68.5
66.5 60.7 59.8 67.8 68.0
67.0 61.9 60.7 68.5 68.8
Vehicle Noise: 73.0 71.5 67.6 64.9 72.9 73.2
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
104 224 482 1,040
109 236 508 1,094
Friday, October 21, 2022
87 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o SR-57 NB Ramps
Road Name: Katella Av.
Scenario: E
35,065
9.40%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 3,296 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 67.0
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: 74 feet
REMEL Traffic Flow Distance
3.47 VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.47%
81.6% 5.3% 13.1% 6.36%
79.9% 6.2% 14.0% 2.17%
-0.85
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 -8.11 -0.83 -1.20 0.000 0.000
82.99 -12.77 -0.83 -1.20 0.000 0.000
-4.71
-4.88
-5.29
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
56.080
55.922
55.938
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 66.2 64.4 59.5 67.6 68.1
67.6 68.2
66.2 60.3 59.5 67.4 67.6
66.7 61.6 60.4 68.2 68.4
Vehicle Noise: 72.7 71.1 67.2 64.5 72.5 72.8
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
98 212 457 985
104 223 481 1,037
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o SR-57 NB Ramps
Road Name: Katella Av.
Scenario: E+P
35,289
9.40%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 3,317 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 67.0
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: 74 feet
REMEL Traffic Flow Distance
3.48 VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.20%
81.6% 5.3% 13.1% 6.36%
79.9% 6.2% 14.0% 2.44%
-0.85
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 -8.08 -0.83 -1.20 0.000 0.000
82.99 -12.25 -0.83 -1.20 0.000 0.000
-4.71
-4.88
-5.29
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
56.080
55.922
55.938
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 66.2 64.4 59.5 67.6 68.1
67.6 68.7
66.2 60.4 59.5 67.4 67.7
67.2 62.1 60.9 68.7 69.0
Vehicle Noise: 72.9 71.3 67.4 64.8 72.7 73.1
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
102 219 472 1,018
107 231 497 1,071
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o SR-57 NB Ramps
Road Name: Katella Av.
Scenario: OYC
37,009
9.40%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 3,479 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 67.0
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: 74 feet
REMEL Traffic Flow Distance
3.70 VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.47%
81.6% 5.3% 13.1% 6.36%
79.9% 6.2% 14.0% 2.17%
-0.85
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 -7.88 -0.83 -1.20 0.000 0.000
82.99 -12.54 -0.83 -1.20 0.000 0.000
-4.71
-4.88
-5.29
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
56.080
55.922
55.938
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
68.2 66.4 64.6 59.7 67.8 68.3
67.8 68.4
66.4 60.6 59.7 67.6 67.9
66.9 61.8 60.6 68.4 68.7
Vehicle Noise: 72.9 71.4 67.5 64.8 72.7 73.1
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
102 220 474 1,021
107 232 499 1,075
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o SR-57 NB Ramps
Road Name: Katella Av.
Scenario: OYC+P
37,234
9.40%
67.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 3,500 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 67.0
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: 74 feet
REMEL Traffic Flow Distance
3.72 VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.21%
81.6% 5.3% 13.1% 6.36%
79.9% 6.2% 14.0% 2.42%
-0.85
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 -7.85 -0.83 -1.20 0.000 0.000
82.99 -12.04 -0.83 -1.20 0.000 0.000
-4.71
-4.88
-5.29
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
56.080
55.922
55.938
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
68.2 66.4 64.7 59.7 67.8 68.4
67.8 68.9
66.4 60.6 59.7 67.7 67.9
67.4 62.3 61.1 68.9 69.2
Vehicle Noise: 73.1 71.6 67.6 65.0 72.9 73.3
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
105 227 489 1,053
111 239 514 1,108
Friday, October 21, 2022
88 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: w/o Main St.
Road Name: Struck Av.
Scenario: E
5,142
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 483 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-4.87
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.47%
81.6% 5.3% 13.1% 6.36%
79.9% 6.2% 14.0% 2.17%
2.64 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 -16.45 2.69 -1.20 0.000 0.000
82.99 -21.11 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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
63.1 61.3 59.6 54.6 62.7 63.3
62.8 63.4
61.3 55.5 54.6 62.6 62.8
61.9 56.8 55.5 63.4 63.6
Vehicle Noise: 67.8 66.3 62.4 59.7 67.7 68.0
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
23 50 107 231
24 52 113 243
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: w/o Main St.
Road Name: Struck Av.
Scenario: E+P
5,186
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 487 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-4.83
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.54%
81.6% 5.3% 13.1% 6.30%
79.9% 6.2% 14.0% 2.16%
2.64 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 -16.45 2.69 -1.20 0.000 0.000
82.99 -21.11 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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
63.1 61.4 59.6 54.6 62.8 63.3
62.8 63.4
61.3 55.5 54.6 62.6 62.8
61.9 56.8 55.5 63.4 63.6
Vehicle Noise: 67.9 66.3 62.4 59.7 67.7 68.0
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
23 50 108 232
24 53 113 244
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: w/o Main St.
Road Name: Struck Av.
Scenario: OYC
5,668
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 533 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-4.45
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.47%
81.6% 5.3% 13.1% 6.36%
79.9% 6.2% 14.0% 2.17%
2.64 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 -16.03 2.69 -1.20 0.000 0.000
82.99 -20.69 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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
63.5 61.8 60.0 55.0 63.2 63.7
63.2 63.8
61.8 55.9 55.1 63.0 63.2
62.3 57.2 56.0 63.8 64.0
Vehicle Noise: 68.3 66.7 62.8 60.1 68.1 68.4
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
25 53 114 247
26 56 121 260
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: w/o Main St.
Road Name: Struck Av.
Scenario: OYC+P
5,712
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 537 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-4.41
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.54%
81.6% 5.3% 13.1% 6.31%
79.9% 6.2% 14.0% 2.16%
2.64 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 -16.03 2.69 -1.20 0.000 0.000
82.99 -20.69 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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
63.5 61.8 60.0 55.1 63.2 63.7
63.2 63.8
61.8 55.9 55.1 63.0 63.2
62.3 57.2 56.0 63.8 64.0
Vehicle Noise: 68.3 66.7 62.8 60.2 68.1 68.5
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
25 53 115 247
26 56 121 260
Friday, October 21, 2022
89 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o Main St.
Road Name: Struck Av.
Scenario: E
1,525
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 143 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-10.15
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.47%
81.6% 5.3% 13.1% 6.36%
79.9% 6.2% 14.0% 2.17%
2.64 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 -21.73 2.69 -1.20 0.000 0.000
82.99 -26.39 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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
57.8 56.1 54.3 49.3 57.5 58.0
57.5 58.1
56.1 50.2 49.4 57.3 57.5
56.6 51.5 50.3 58.1 58.3
Vehicle Noise: 62.6 61.0 57.1 54.4 62.4 62.7
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
10 22 48 103
11 23 50 108
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o Main St.
Road Name: Struck Av.
Scenario: E+P
1,591
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 150 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-9.95
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.82%
81.6% 5.3% 13.1% 6.09%
79.9% 6.2% 14.0% 2.08%
2.64 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 -21.73 2.69 -1.20 0.000 0.000
82.99 -26.39 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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
58.0 56.3 54.5 49.5 57.7 58.2
57.5 58.1
56.1 50.2 49.4 57.3 57.5
56.6 51.5 50.3 58.1 58.3
Vehicle Noise: 62.6 61.1 57.2 54.5 62.5 62.8
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
10 22 48 104
11 24 51 109
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o Main St.
Road Name: Struck Av.
Scenario: OYC
1,823
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 171 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-9.37
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.47%
81.6% 5.3% 13.1% 6.36%
79.9% 6.2% 14.0% 2.17%
2.64 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 -20.95 2.69 -1.20 0.000 0.000
82.99 -25.61 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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 56.8 55.0 50.1 58.2 58.8
58.3 58.9
56.8 51.0 50.1 58.1 58.3
57.4 52.3 51.0 58.9 59.1
Vehicle Noise: 63.3 61.8 57.9 55.2 63.2 63.5
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
12 25 54 116
12 26 57 122
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o Main St.
Road Name: Struck Av.
Scenario: OYC+P
1,889
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 178 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-9.21
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.77%
81.6% 5.3% 13.1% 6.13%
79.9% 6.2% 14.0% 2.10%
2.64 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 -20.95 2.69 -1.20 0.000 0.000
82.99 -25.61 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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
58.7 57.0 55.2 50.3 58.4 58.9
58.3 58.9
56.8 51.0 50.1 58.1 58.3
57.4 52.3 51.0 58.9 59.1
Vehicle Noise: 63.4 61.8 58.0 55.3 63.2 63.6
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
12 25 54 117
12 26 57 123
Friday, October 21, 2022
90 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o Batavia Av.
Road Name: Struck Av.
Scenario: E
1,477
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 139 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-10.29
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.47%
81.6% 5.3% 13.1% 6.36%
79.9% 6.2% 14.0% 2.17%
2.64 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 -21.87 2.69 -1.20 0.000 0.000
82.99 -26.53 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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
57.7 55.9 54.1 49.2 57.3 57.8
57.3 58.0
55.9 50.1 49.2 57.2 57.4
56.5 51.3 50.1 58.0 58.2
Vehicle Noise: 62.4 60.9 57.0 54.3 62.3 62.6
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
10 22 47 101
11 23 49 106
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o Batavia Av.
Road Name: Struck Av.
Scenario: E+P
1,873
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 176 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-9.63
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 83.88%
81.6% 5.3% 13.1% 6.42%
79.9% 6.2% 14.0% 9.70%
2.64 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 -20.79 2.69 -1.20 0.000 0.000
82.99 -19.00 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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
58.3 56.6 54.8 49.8 58.0 58.5
58.4 65.5
57.0 51.2 50.3 58.3 58.5
64.0 58.9 57.7 65.5 65.7
Vehicle Noise: 66.9 65.4 60.8 59.0 66.8 67.1
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
20 44 94 203
21 46 98 212
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o Batavia Av.
Road Name: Struck Av.
Scenario: OYC
1,875
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 176 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-9.25
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 91.47%
81.6% 5.3% 13.1% 6.36%
79.9% 6.2% 14.0% 2.17%
2.64 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 -20.83 2.69 -1.20 0.000 0.000
82.99 -25.49 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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
58.7 56.9 55.2 50.2 58.3 58.9
58.4 59.0
57.0 51.1 50.3 58.2 58.4
57.5 52.4 51.2 59.0 59.2
Vehicle Noise: 63.5 61.9 58.0 55.3 63.3 63.6
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
12 25 55 118
12 27 58 124
Friday, October 21, 2022
FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021)
SITE SPECIFIC INPUT DATA
Project Name: 534 Struck
Job Number: 13101
Road Segment: e/o Batavia Av.
Road Name: Struck Av.
Scenario: OYC+P
2,271
9.40%
33.0 NOISE MODEL INPUTS
Average Daily Traffic (Adt):
Peak Hour Percentage:
Peak Hour Volume: 213 vehicles
Centerline Dist. to Barrier:
Centerline Dist. to Observer: 33.0
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
-8.73
VehicleType Day Evening Night Daily
Medium Trucks:
Heavy Trucks:
Autos: 75.5% 12.5% 12.0% 85.21%
81.6% 5.3% 13.1% 6.41%
79.9% 6.2% 14.0% 8.38%
2.64 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 -19.96 2.69 -1.20 0.000 0.000
82.99 -18.80 2.69 -1.20 0.000 0.000
-4.52
-4.86
-5.69
Medium Trucks:
Heavy Trucks:
Autos:
66.51 Noise Source Elevations (in feet)
Medium Trucks:
Heavy Trucks:
Autos: 0.000
2.297
8.004
32.833
32.562
32.589
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
59.2 57.5 55.7 50.7 58.9 59.4
59.2 65.7
57.8 52.0 51.1 59.1 59.3
64.2 59.1 57.9 65.7 65.9
Vehicle Noise: 67.3 65.8 61.3 59.3 67.2 67.5
Centerline Distance to Noise Contour (in feet)
CNEL:
Ldn:
70 dBA 65 dBA 60 dBA 55 dBA
22 46 100 216
23 49 105 225
Friday, October 21, 2022
91 534 Struck Avenue Noise and Vibration Analysis
15724-02 NA
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92 534 Struck Avenue Noise and Vibration Analysis
15724-02 NA
APPENDIX 9.1:
CADNAAOPERATIONAL NOISE MODEL INPUTS
93 534 Struck Avenue Noise and Vibration Analysis
15724-02 NA
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94 15724 - 534 Struck Ave.
CadnaA Noise Prediction Model: 15724-02.cna
Date: 31.05.24
Analyst: B. Lawson
Calculation Configuration
Configuration
Parameter Value
General
Max. Error (dB) 0.00
Max. Search Radius (#(Unit,LEN)) 2000.01
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit,LEN)) 999.99
Min. Length of Section (#(Unit,LEN)) 1.01
Min. Length of Section (%) 0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Daytime Penalty (dB) 0.00
Recr. Time Penalty (dB) 5.00
Night-time Penalty (dB) 10.00
DTM
Standard Height (m) 0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 2
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source - Rcvr 1000.00 1000.00
Min. Distance Rvcr - Reflector 1.00 1.00
Min. Distance Source - Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst. within Area Src do not shield On
Screening Incl. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP)) 10
rel. Humidity (%) 70
Ground Absorption G 0.50
Wind Speed for Dir. (#(Unit,SPEED)) 3.0
Roads (TNM)
Railways (FTA/FRA)
Aircraft (???)
Strictly acc. to AzB
Receiver Noise Levels
Name M. ID Level Lr Limit. Value Land Use Height Coordinates Day Night CNEL Day Night CNEL Type Auto Noise Type X Y Z (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (ft) (ft) (ft) (ft) RECEIVERS R1 42.1 41.3 48.0 55.0 50.0 0.0 5.00 a 6072857.41 2240757.59 5.00 RECEIVERS R2 46.5 46.4 53.1 55.0 50.0 0.0 5.00 a 6073285.73 2240919.33 5.00 RECEIVERS R3 51.2 51.2 57.8 55.0 50.0 0.0 5.00 a 6073312.99 2240705.79 5.00 RECEIVERS R4 49.7 49.6 56.3 55.0 50.0 0.0 5.00 a 6073512.27 2240711.54 5.00 RECEIVERS R5 40.7 40.5 47.1 55.0 50.0 0.0 5.00 a 6072900.12 2239309.94 5.00 RECEIVERS R6 40.7 38.4 45.1 55.0 50.0 0.0 5.00 a 6072750.68 2239983.95 5.00 Point Source(s)
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) POINTSOURCE AC01 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6072918.61 2239960.48 50.00 POINTSOURCE AC02 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6072878.84 2239933.49 50.00 POINTSOURCE AC03 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6072925.72 2240532.99 50.00 POINTSOURCE AC04 88.9 88.9 88.9 Lw 88.9 585.00 0.00 252.00 5.00 g 6072893.75 2240559.98 50.00 POINTSOURCE FIRE01 78.3 78.3 78.3 Lw 78.3 8.00 a 6073344.92 2240454.54 8.00 POINTSOURCE TRASH01 89.0 89.0 89.0 Lw 89 900.00 0.00 270.00 5.00 a 6073320.44 2240456.59 5.00 Line Source(s)
Name M. ID Result. PWL Result. PWL' Lw / Li Operating Time Moving Pt. Src Height Day Evening Night Day Evening Night Type Value norm. Day Special Night Number Speed (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) (min) (min) (min) Day Evening Night (mph) (ft) LINESOURCE TRUCK01 93.2 93.2 93.2 69.5 69.5 69.5 Lw 93.2 8 a Urban Crossroads, Inc.
95 Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
LINESOURCE TRUCK01 8.00 a 6073262.82 2240635.93 8.00 0.00 6073285.13 2240601.18 8.00 0.00
6073265.24 2239874.53 8.00 0.00
Area Source(s)
Name M. ID Result. PWL Result. PWL'' Lw / Li Operating Time Height Day Evening Night Day Evening Night Type Value norm. Day Special Night (ft) (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) (min) (min) (min) AREASOURCE CAR01 81.1 81.1 81.1 58.8 58.8 58.8 Lw 81.1 5 a AREASOURCE CAR02 81.1 81.1 81.1 50.8 50.8 50.8 Lw 81.1 5 a AREASOURCE CAR03 81.1 81.1 81.1 59.0 59.0 59.0 Lw 81.1 5 a AREASOURCE CAR04 81.1 81.1 81.1 58.3 58.3 58.3 Lw 81.1 5 a AREASOURCE CAR05 81.1 81.1 81.1 60.4 60.4 60.4 Lw 81.1 5 a AREASOURCE CAR06 81.1 81.1 81.1 58.5 58.5 58.5 Lw 81.1 5 a AREASOURCE CAR07 81.1 81.1 81.1 59.0 59.0 59.0 Lw 81.1 5 a AREASOURCE CAR08 81.1 81.1 81.1 58.4 58.4 58.4 Lw 81.1 5 a AREASOURCE DOCK01 103.4 103.4 103.4 69.3 69.3 69.3 Lw 103.4 8 a AREASOURCE DOCK02 103.4 103.4 103.4 68.0 68.0 68.0 Lw 103.4 8 a Name ID Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
AREASOURCE CAR01 5.00 a 6073229.84 2240018.33 5.00 0.00 6073248.39 2240017.53 5.00 0.00
6073247.27 2239919.04 5.00 0.00
6073228.72 2239919.20 5.00 0.00
AREASOURCE CAR02 5.00 a 6072847.43 2240555.74 5.00 0.00 6072866.93 2240555.74 5.00 0.00
6072857.45 2239968.08 5.00 0.00
6072837.95 2239969.66 5.00 0.00
AREASOURCE CAR03 5.00 a 6072883.84 2240647.12 5.00 0.00 6072980.74 2240644.89 5.00 0.00
6072979.88 2240626.97 5.00 0.00
6072883.72 2240628.95 5.00 0.00
AREASOURCE CAR04 5.00 a 6073025.36 2240643.78 5.00 0.00 6073142.28 2240642.30 5.00 0.00
6073142.28 2240624.75 5.00 0.00
6073025.11 2240626.35 5.00 0.00
AREASOURCE CAR05 5.00 a 6072905.10 2240602.38 5.00 0.00 6072973.82 2240601.64 5.00 0.00
6072973.70 2240582.60 5.00 0.00
6072905.35 2240584.21 5.00 0.00
AREASOURCE CAR06 5.00 a 6073019.30 2240599.78 5.00 0.00 6073127.57 2240598.55 5.00 0.00
6073127.07 2240580.01 5.00 0.00
6073018.93 2240582.23 5.00 0.00
AREASOURCE CAR07 5.00 a 6073239.46 2240568.58 5.00 0.00 6073257.87 2240568.18 5.00 0.00
6073257.87 2240477.49 5.00 0.00
6073237.87 2240479.08 5.00 0.00
AREASOURCE CAR08 5.00 a 6073298.27 2240585.61 5.00 0.00 6073316.29 2240585.21 5.00 0.00
6073314.51 2240474.32 5.00 0.00
6073296.68 2240474.32 5.00 0.00
AREASOURCE DOCK01 8.00 a 6073166.51 2240468.35 8.00 0.00 6073230.44 2240466.41 8.00 0.00
6073223.33 2240018.73 8.00 0.00
6073162.96 2240019.44 8.00 0.00
AREASOURCE DOCK02 8.00 a 6073292.94 2240434.25 8.00 0.00 6073363.97 2240433.97 8.00 0.00
6073345.32 2239870.08 8.00 0.00
6073283.86 2239871.12 8.00 0.00
Barrier(s)
Name Sel. M. ID Absorption Z-Ext. Cantilever Height Coordinates left right horz. vert. Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
BARRIERPLANNED 0 6.00 a 6073347.99 2240443.66 6.00 0.00 6073334.85 2240444.00 6.00 0.00
6073335.33 2240464.44 6.00 0.00
6073355.77 2240464.09 6.00 0.00
6073355.15 2240443.38 6.00 0.00
BARRIERPLANNED 0 6.00 a 6073312.83 2240463.34 6.00 0.00 6073325.70 2240462.99 6.00 0.00
6073324.74 2240448.47 6.00 0.00
Urban Crossroads, Inc.
96 Name Sel. M. ID Absorption Z-Ext. Cantilever Height Coordinates left right horz. vert. Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
6073316.07 2240448.68 6.00 0.00
BARRIERPLANNED 0 6.00 a 6073312.69 2240448.13 6.00 0.00 6073312.63 2240443.24 6.00 0.00
6073318.68 2240443.24 6.00 0.00
Building(s)
Name Sel. M. ID RB Residents Absorption Height Coordinates Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
BUILDING BUILDING00003 x 0 15.00 a 6072702.46 2240176.86 15.00 0.00 6072802.62 2240174.39 15.00 0.00
6072801.38 2240125.54 15.00 0.00
6072702.46 2240124.92 15.00 0.00
BUILDING BUILDING00004 x 0 15.00 a 6072696.28 2240113.79 15.00 0.00 6072801.38 2240115.65 15.00 0.00
6072801.38 2239906.67 15.00 0.00
6072745.74 2239907.90 15.00 0.00
6072743.88 2239968.50 15.00 0.00
6072777.27 2239968.50 15.00 0.00
6072777.89 2240036.51 15.00 0.00
6072694.42 2240036.51 15.00 0.00
BUILDING BUILDING00001 x 0 45.00 a 6072873.15 2240579.16 45.00 0.00 6073232.70 2240571.19 45.00 0.00
6073230.44 2240466.41 45.00 0.00
6073166.51 2240468.35 45.00 0.00
6073162.96 2240019.44 45.00 0.00
6073223.33 2240018.73 45.00 0.00
6073221.20 2239914.31 45.00 0.00
6072863.21 2239919.28 45.00 0.00
Urban Crossroads, Inc.
97 534 Struck Avenue Noise and Vibration Analysis
15724-02 NA
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98 534 Struck Avenue Noise and Vibration Analysis
15724-02 NA
APPENDIX 10.1:
CADNAA CONSTRUCTION NOISE MODEL INPUTS
99 534 Struck Avenue Noise and Vibration Analysis
15724-02 NA
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100
13101 - 534 Struck Ave.
CadnaA Noise Prediction Model: 13101-04_Construction.cna Date: 23.10.22
Analyst: B. Lawson
Calculation Configuration
Configuration
Parameter Value
General
Max. Error (dB) 0.00
Max. Search Radius (#(Unit,LEN)) 2000.01
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit,LEN)) 999.99
Min. Length of Section (#(Unit,LEN)) 1.01
Min. Length of Section (%) 0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Reference Time Day (min) 960.00
Reference Time Night (min) 480.00
Daytime Penalty (dB) 0.00
Recr. Time Penalty (dB) 5.00
Night-time Penalty (dB) 10.00
DTM
Standard Height (m) 0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 2
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source - Rcvr 1000.00 1000.00
Min. Distance Rvcr - Reflector 1.00 1.00
Min. Distance Source - Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst. within Area Src do not shield On
Screening Incl. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP)) 10
rel. Humidity (%) 70
Ground Absorption G 0.50
Wind Speed for Dir. (#(Unit,SPEED)) 3.0
Roads (TNM)
Railways (FTA/FRA)
Aircraft (???)
Strictly acc. to AzB
Receiver Noise Levels
Name M. ID Level Lr Limit. Value Land Use Height Coordinates Day Night CNEL Day Night CNEL Type Auto Noise Type X Y Z (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (ft) (ft) (ft) (ft) RECEIVERS R1 73.8 73.8 80.4 80.0 0.0 0.0 5.00 a 6072857.41 2240757.59 5.00 RECEIVERS R2 66.2 66.2 72.9 80.0 0.0 0.0 5.00 a 6073285.73 2240919.33 5.00 RECEIVERS R3 78.7 78.7 85.4 80.0 0.0 0.0 5.00 a 6073312.99 2240705.79 5.00 RECEIVERS R4 70.3 70.3 76.9 80.0 0.0 0.0 5.00 a 6073512.27 2240711.54 5.00 RECEIVERS R5 59.0 59.0 65.6 80.0 0.0 0.0 5.00 a 6072900.12 2239309.94 5.00 RECEIVERS R6 57.1 57.1 63.8 80.0 0.0 0.0 5.00 a 6072750.68 2239983.95 5.00 Point Source(s)
Name M. ID Result. PWL Lw / Li Operating Time Height Coordinates Day Evening Night Type Value norm. Day Special Night X Y Z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (ft) (ft) (ft) (ft) CONSTRUCTION CONS01 115.0 115.0 115.0 Lw 115 8.00 a 6073360.24 2240661.10 8.00 CONSTRUCTION CONS03 115.0 115.0 115.0 Lw 115 8.00 a 6072857.10 2240646.89 8.00 CONSTRUCTION CONS04 115.0 115.0 115.0 Lw 115 8.00 a 6072873.19 2239955.06 8.00 Area Source(s)
Name M. ID Result. PWL Result. PWL'' Lw / Li Operating Time Height Day Evening Night Day Evening Night Type Value norm. Day Special Night (ft) (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) (min) (min) (min) SITEBOUNDARY CONSTRUCTION 115.0 115.0 115.0 69.0 69.0 69.0 Lw 115 0 a Urban Crossroads, Inc.
101
Name Height Coordinates
Begin End x y z Ground
(ft) (ft) (ft) (ft) (ft) (ft)
SITEBOUNDARY 0.00 a 6072813.36 2240659.79 0.00 0.00
6073148.26 2240653.51 0.00 0.00
6073157.59 2240652.23 0.00 0.00
6073166.57 2240649.40 0.00 0.00
6073174.95 2240645.10 0.00 0.00
6073182.49 2240639.46 0.00 0.00
6073188.98 2240632.64 0.00 0.00
6073197.52 2240627.52 0.00 0.00
6073206.78 2240623.90 0.00 0.00
6073216.52 2240621.86 0.00 0.00
6073226.47 2240621.47 0.00 0.00
6073236.34 2240622.75 0.00 0.00
6073245.86 2240625.64 0.00 0.00
6073254.77 2240630.07 0.00 0.00
6073262.82 2240635.93 0.00 0.00
6073269.78 2240643.04 0.00 0.00
6073275.46 2240651.21 0.00 0.00
6073279.71 2240660.21 0.00 0.00
6073282.40 2240669.79 0.00 0.00
6073283.47 2240679.68 0.00 0.00
6073390.72 2240677.55 0.00 0.00
6073380.77 2240617.80 0.00 0.00
6073366.50 2240497.52 0.00 0.00
6073359.26 2240316.02 0.00 0.00
6073355.86 2240136.14 0.00 0.00
6073350.72 2239864.22 0.00 0.00
6072809.47 2239874.37 0.00 0.00
Building(s)
Name M. ID RB Residents Absorption Height Coordinates
Begin x y z Ground
(ft) (ft) (ft) (ft) (ft)
BUILDING BUILDING00003 x 0 15.00 a 6072702.46 2240176.86 15.00 0.00 6072802.62 2240174.39 15.00 0.00
6072801.38 2240125.54 15.00 0.00
6072702.46 2240124.92 15.00 0.00
BUILDING BUILDING00004 x 0 15.00 a 6072696.28 2240113.79 15.00 0.00 6072801.38 2240115.65 15.00 0.00
6072801.38 2239906.67 15.00 0.00
6072745.74 2239907.90 15.00 0.00
6072743.88 2239968.50 15.00 0.00
6072777.27 2239968.50 15.00 0.00
6072777.89 2240036.51 15.00 0.00
6072694.42 2240036.51 15.00 0.00
Urban Crossroads, Inc.
102
DATE: August 27, 2024
TO: Nicole Morse, T&B Planning, Inc.
FROM: Charlene So, Urban Crossroads
JOB NO: 15724-05 TG Letter
534 STRUCK AVENUE TRIP GENERATION ASSESSMENT
Urban Crossroads, Inc. is pleased to submit the following Trip Generation Assessment for the 534 Struck Avenue development (referred to as Project), which is located south of Struck Avenue at the eastern terminus (east of Batavia Street) in the City of Orange.
This letter describes the proposed Project trip generation methodology and determines whether any traffic operations analysis is required based on the City of Orange Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (July 2020, referred to as City’s Guidelines).
APPROVED & PROPOSED PROJECT
The site was formerly occupied by Nursery Supplies, Inc, a manufacturer of plastic nursery planting pots within an existing 40,000 square foot concrete tilt-up building.
The Project was recently approved to redevelop the site with a 57,900 square foot truck terminal building (consisting of 52,900 square feet of warehousing space and 5,000 square feet of office use) with 84 dock doors (in a cross-dock configuration).
However, the Project is considering redeveloping the site with a 215,406 square foot warehouse building with 27 dock-high doors along the eastern side of the building (square footage includes 14,000 SF of office space with 3,500 square foot mezzanines within a primary and secondary office location). A preliminary site plan is shown on Exhibit 1.
Access would remain the same as the approved Project with two access points along Struck Avenue at the western and eastern sides of the Project.
Nicole Morse, T&B Planning, Inc.
August 27, 2024
15724-05 TG Letter
EXHIBIT 1: PRELIMINARY SITE PLAN
Nicole Morse, T&B Planning, Inc.
August 27, 2024
15724-05 TG Letter
TRIP GENERATION
APPROVED PROJECT
As noted previously, the Project was recently approved to redevelop the site with a 57,900 square foot truck terminal building (consisting of 52,900 square feet of warehousing space and 5,000 square feet of office use) with 84 dock doors (in a cross-dock configuration). Trip generation for the site was calculated based on the surveys collected at five similar facilities used to develop a site-specific trip generation rate. Table 1 summarizes the Project trip generation evaluated in the 534 Struck Avenue Traffic Analysis (dated February 15, 2023, referred to as 2023 Traffic Study). The approved Project is anticipated to generate 396 two-way trips per day, with 26 trips during the AM peak hour and 23 trips during the PM peak hour.
TABLE 1: APPROVED PROJECT TRIP GENERATION
PROPOSED PROJECT
The proposed Project is considering redeveloping the site with a 215,406 SF warehouse building. Trip generation estimates for the proposed Project have been developed using data from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021). For purposes of this trip generation assessment, a conservative ITE land use code, ITE land use code 150 (Warehousing) was selected. As requested by the City of Orange, we evaluated various high-cube trip rates against a warehousing rate taking into consideration the Project design, layout, and potential operations. While the Project could operate similar to High-Cube Transload and Short-Term Storage Warehouse (ITE Land Use Code 154), the trip generation for autos and trucks under the ITE Land Use Code 154 is lower than for Warehousing (ITE Land Use Code 150). The Project layout and number of auto parking spaces would not allow for Manufacturing use (ITE Land Use Code 140), which generates a high amount of employee parking. Additionally, the Project, as proposed, is not designed for or expected to operate as High-Cube Fulfillment Center (Sort) (ITE Land Use Code 155), High-Cube Parcel Hub (ITE Land Use Code 156), or High-Cube Cold Storage Warehouse (ITE Land Use Code 157). The High-Cube Fulfillment Center (Non-Sort) (ITE Land Use Code 155) has a comparable total ITE trip rate as Warehousing but with less than half the amount of trailer truck trips. Therefore, the ITE Land Use Code 150 (Warehousing) is the most appropriate and conservative rate reflecting the proposed design and anticipated operation of the Project.
Land Use Quantity Units1 In Out Total In Out Total Daily Truck Terminal 84 DD
Passenger Cars: 9 6 15 5 5 10 220
2-axle Trucks: 1 1 2 1 1 2 26
3-axle Trucks: 1 1 2 3 1 4 42
4+-axle Trucks: 2 5 7 5 2 7 108
Total Truck Trips (Actual Vehicles): 4 7 11 9 4 13 176
Total Trips (Actual Vehicles)2 13 13 26 14 9 23 396
1 DD = dock doors
2 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
Nicole Morse, T&B Planning, Inc.
August 27, 2024
15724-05 TG Letter
For purposes of this trip generation assessment, the following ITE land use code and vehicle mix will be utilized for the proposed Project (see Table 2 for Trip Generation Rates):
• ITE land use code 150 (Warehousing) has been used to derive site specific trip generation estimates for the Project. A warehouse is primarily devoted to the storage of materials but may also include office and maintenance areas. The vehicle mix has been obtained from the ITE’s Trip Generation Manual. The truck percentages were further broken down by axle type per the following SCAQMD recommended truck mix:
2-Axle = 16.7%; 3-Axle = 20.7%; 4+-Axle = 62.6%.
TABLE 2: TRIP GENERATION RATES
The proposed Project trip generation is summarized in Table 3, which indicates the proposed Project would generate 372 two-way trips per day with 35 AM peak hour trips and 39 PM peak hour trips.
TABLE 3: PROPOSED PROJECT TRIP GENERATION SUMMARY
ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicle Trip Generation Rates
Warehousing3 TSF 150 0.131 0.039 0.170 0.050 0.130 0.180 1.710 Passenger Cars (AM=88.2%, PM=83.3%, Daily=64.9%) 0.120 0.030 0.150 0.034 0.116 0.150 1.110 2-Axle Trucks (AM=1.97%, PM=2.79%, Daily=5.86%) 0.002 0.001 0.003 0.003 0.002 0.005 0.100 3-Axle Trucks (AM=2.44%, PM=3.46%, Daily=7.27%) 0.002 0.002 0.004 0.003 0.003 0.006 0.124 4+-Axle Trucks (AM=7.39%, PM=10.45%, Daily=21.97%) 0.007 0.006 0.013 0.010 0.009 0.019 0.376 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet
3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type.
Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks.
Daily
Land Use Quantity Units1 In Out Total In Out Total Daily Warehousing 215.406 TSF
Passenger Cars: 26 6 32 7 25 32 240
2-axle Trucks: 0 0 0 1 0 1 22
3-axle Trucks: 0 0 0 1 1 2 28
4+-axle Trucks: 2 1 3 2 2 4 82
Total Truck Trips (Actual Vehicles): 2 1 3 4 3 7 132
Project Total Trips (Actual Vehicles)2 28 7 35 11 28 39 372 1 TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
Nicole Morse, T&B Planning, Inc.
August 27, 2024
15724-05 TG Letter
In an effort to validate the use of the trip generation rates associated with the Warehousing (ITE Land Use Code 150) land use category, driveway counts were collected at the following four existing facilities which are similar in size and/or operations to that being proposed:
• 2501 E. Orangethorpe Avenue, Fullerton, CA (229,422 square feet) • 2164 N. Batavia Street, Orange, CA (246,732 square feet) • 2201 E. Cerritos Avenue, Anaheim, CA (209,268 square feet) • 2362 Kimberly Avenue, Fullerton, CA (173,825 square feet) Traffic associated with each of the aforementioned facilities were captured through driveway counts collected at all applicable driveways on Tuesday, August 6th, 2024, through Thursday, August 8th, 2024.
Table 4 below summarizes the average existing trip generation based on the count data collected over the three consecutive days for the existing four facilities. The existing sites currently generate an average of 232 two-way trips per day, with 36 trips during the AM peak hour and 32 trips during the PM peak hour. A detailed summary of the count data collected at the existing sites is provided in Attachment A (see Table A-1).
TABLE 4: AVERAGE EXISTING TRIP GENERATION
The weighted average trip generation rates in Table 5 were calculated by taking the average square footage for all four sites and dividing by the existing average total trip generation shown in Table 4.
Average Existing Trip Generation In Out Total In Out Total Daily Passenger Cars: 27 5 31 4 24 28 182
2-axle Trucks: 0 1 1 1 0 1 16
3-axle Trucks: 0 0 0 0 0 1 4
4+-axle Trucks: 2 2 3 1 2 2 30
Total Truck Trips: 2 3 5 2 2 4 50
Total Trips1 29 7 36 6 26 32 232
* Note: Average of data collected on August 6 through August 8, 2024. 1 Total Trips = Passenger Cars + Total Truck Trips.
AM Peak Hour PM Peak Hour
Nicole Morse, T&B Planning, Inc.
August 27, 2024
15724-05 TG Letter
TABLE 5: PROJECT TRIP GENERATION BASED ON EMPIRICAL DATA The resulting Project trip generation was calculated using the average trip generation rates and multiplying by the Project square footage of 215,406. The Project trip generation produces an average of 234 two-way trips per day, with 37 trips during the AM peak hour and 32 trips during the PM peak hour. Aside from the AM peak hour, the PM peak hour and daily traffic for the Project shown in Table 5 is less than that being proposed for use for the Project in Table 3. It should be noted that the AM peak hour is only greater by 2 trips which is nominal and would have a negligible effect.
TRIP GENERATION COMPARISON
The trip generation for the proposed Project and the net change in trips as compared to the approved truck terminal use are summarized in Table 6. As shown in Table 6, the proposed Project (as evaluated in Table 3) is anticipated to result in a net reduction in daily trips of 24 two-way trips per day evaluated result in a net reduction to the daily trips as compared to the approved truck terminal use, however, the Project is anticipated to result in a net increase in both AM and PM peak hour trips as compared to the approved truck terminal use (9 AM peak hour trips and 16 PM peak hour trips).
AM Peak Hour PM Peak Hour
Land Use1 Units2 In Out Total In Out Total
Actual Vehicle Trip Generation Rates
Warehousing (Empirical Data) TSF 0.133 0.035 0.168 0.028 0.120 0.148 1.080 Passenger Cars 0.125 0.022 0.146 0.019 0.111 0.129 0.848 2-Axle Trucks 0.001 0.005 0.007 0.004 0.001 0.005 0.075 3-Axle Trucks 0.000 0.000 0.001 0.001 0.001 0.002 0.017 4+-Axle Trucks 0.007 0.007 0.014 0.004 0.007 0.011 0.140 1 Trip Generation & Vehicle Mix Source: Empirical count data collected August 6-8, 2024 (see Table 4). 2 TSF = thousand square feet
Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:
Warehousing (Empirical Data) 215.406 TSF
Passenger Cars: 27 5 32 4 24 28 184
2-axle Trucks: 0 1 1 1 0 1 16
3-axle Trucks: 0 0 0 0 0 0 4
4+-axle Trucks: 2 2 4 1 2 3 30
Total Truck Trips (Actual Vehicles): 2 3 5 2 2 4 50
Total Trips (Actual Vehicles)2 29 8 37 6 26 32 234
1 TSF = thousand square feet
2 Total Trips = Passenger Cars + Total Truck Trips.
Daily
AM Peak Hour PM Peak Hour
Nicole Morse, T&B Planning, Inc.
August 27, 2024
15724-05 TG Letter
TABLE 6: TRIP GENERATION COMPARISON
FINDINGS
As noted previously, the Project is anticipated to result in a net reduction to the daily trips as compared to the approved truck terminal use but would result in a net increase in both AM and PM peak hour trips as compared to the approved truck terminal use. The net increase in AM and PM peak hours is not anticipated to exceed 51 trips. The City’s Guidelines indicate that a level of service (LOS) based traffic study should be prepared if a project’s trip generation is anticipated to exceed 100 vehicle peak hour trips or if the project would contribute 51 or more peak hour trips to any off-site intersection.
Since the Project would generate fewer than 100 net new peak hour trips and is anticipated to contribute less than 51 peak hour trips to any off-site intersection, it does not appear that the 2023 Traffic Study needs to be revised. All of the study area intersections in the 2023 Traffic Study were found to operate at an acceptable LOS with LOS A or B at most intersections (with the exception of LOS D at the SR-57 Southbound Ramps at Katella Avenue during the PM peak hour only under Opening Year Cumulative With Project traffic conditions). Furthermore, the addition of the net increase in peak hour trips is not anticipated to result in any deficient operations at the study area intersections.
If you have any questions or comments, I can be reached at [email protected].
Land Use In Out Total In Out Total Daily
Approved Project: Truck Terminal
Passenger Cars: 9 6 15 5 5 10 220
Total Truck Trips (Actual Vehicles): 4 7 11 9 4 13 176
Approved Project Total Trips (see also Table 1) 13 13 26 14 9 23 396 Proposed Project: Warehousing
Passenger Cars: 26 6 32 7 25 32 240
Total Truck Trips (Actual Vehicles): 2 1 3 4 3 7 132
Proposed Project Total Trips (Actual Vehicles) 28 7 35 11 28 39 372 Net Change (Proposed - Approved) 15 -6 9 -3 19 16 -24
AM Peak Hour PM Peak Hour
15724-05 TG Letter
ATTACHMENT A: EXISTING DRIVEWAY COUNTS
15724-05 TG Letter
TABLE A-1: TRIP GENERATION SUMMARY FOR 2501 E. ORANGETHORPE AVE. (FULLERTON, CA)
15724-05 TG Letter
TABLE A-2: TRIP GENERATION SUMMARY FOR 2164 N. BATAVIA ST. (ORANGE, CA) 15724-05 TG Letter
TABLE A-3: TRIP GENERATION SUMMARY FOR 2201 E. CERRITOS AVE. (ANAHEIM, CA) 15724-05 TG Letter
TABLE A-4: TRIP GENERATION SUMMARY FOR 2362 KIMBERLY AVE. (FULLERTON, CA) City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 0 0 0 0 0
0:15 0 0 0 0 0 0:15 0 0 0 0 0
0:30 0 0 0 0 0 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 0 0 0 0 0
1:00 0 0 0 0 0 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 0 0 0
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 0 0 0 0 0 2:30 0 0 0 0 0
2:45 0 0 0 0 0 2:45 0 0 0 0 0
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 0 0 0 0 0 4:30 0 0 0 0 0
4:45 0 0 0 0 0 4:45 0 0 0 0 0
5:00 0 0 0 1 1 5:00 0 0 0 0 0
5:15 1 0 0 0 1 5:15 0 0 0 0 0
5:30 4 0 0 0 4 5:30 0 0 0 0 0
5:45 2 0 0 1 3 5:45 0 0 0 0 0
6:00 0 0 0 0 0 6:00 0 0 0 1 1
6:15 0 0 0 0 0 6:15 0 0 0 1 1
6:30 0 0 0 1 1 6:30 0 0 0 0 0
6:45 2 0 0 1 3 6:45 1 0 0 0 1
7:00 0 0 0 0 0 7:00 1 0 0 0 1
7:15 3 0 0 1 4 7:15 0 0 0 0 0
7:30 2 0 0 0 2 7:30 1 0 0 0 1
7:45 4 0 0 2 6 7:45 1 0 0 0 1
8:00 2 0 0 0 2 8:00 1 0 0 0 1
8:15 0 0 0 0 0 8:15 0 0 0 1 1
8:30 1 0 0 1 2 8:30 0 0 0 1 1
8:45 0 0 0 0 0 8:45 0 0 0 0 0
9:00 1 0 0 1 2 9:00 0 0 0 2 2
9:15 0 0 0 1 1 9:15 0 0 0 0 0
9:30 1 0 0 0 1 9:30 1 0 0 0 1
9:45 0 0 0 0 0 9:45 2 0 0 0 2
10:00 1 0 0 0 1 10:00 0 0 0 0 0
10:15 0 0 0 1 1 10:15 1 0 0 0 1
10:30 3 0 0 1 4 10:30 0 0 0 1 1
10:45 1 0 0 0 1 10:45 3 0 0 0 3
11:00 0 1 0 0 1 11:00 1 0 0 1 2
11:15 0 0 0 1 1 11:15 0 0 0 1 1
11:30 0 0 0 1 1 11:30 0 0 0 0 0
11:45 0 0 0 0 0 11:45 0 1 0 1 2
Exiting
Fullerton
2501 E Orangethorpe Ave
Tuesday, August 6, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Fullerton
2501 E Orangethorpe Ave
Tuesday, August 6, 2024
Classified Driveway Count
Entering
12:00 1 0 0 1 2 12:00 2 0 0 0 2
12:15 2 1 0 0 3 12:15 1 0 0 1 2
12:30 1 0 0 0 1 12:30 1 1 0 0 2
12:45 0 0 0 0 0 12:45 1 0 0 0 1
13:00 1 0 0 0 1 13:00 3 0 0 1 4
13:15 0 0 0 1 1 13:15 0 0 0 0 0
13:30 0 1 0 1 2 13:30 0 0 0 0 0
13:45 0 0 0 1 1 13:45 0 0 0 1 1
14:00 0 0 0 0 0 14:00 0 0 0 0 0
14:15 0 1 0 1 2 14:15 0 0 0 0 0
14:30 0 0 0 1 1 14:30 0 1 0 1 2
14:45 0 1 0 0 1 14:45 0 2 0 1 3
15:00 1 0 0 0 1 15:00 2 1 0 0 3
15:15 0 0 0 0 0 15:15 1 0 0 0 1
15:30 0 0 0 1 1 15:30 1 0 0 0 1
15:45 1 0 0 0 1 15:45 1 0 0 2 3
16:00 0 0 0 0 0 16:00 0 0 0 0 0
16:15 0 0 0 0 0 16:15 0 0 0 0 0
16:30 0 0 0 0 0 16:30 5 0 0 1 6
16:45 0 0 0 0 0 16:45 1 0 0 0 1
17:00 0 0 0 0 0 17:00 1 0 0 1 2
17:15 0 0 0 0 0 17:15 1 0 0 0 1
17:30 0 0 0 0 0 17:30 0 0 0 0 0
17:45 0 0 0 0 0 17:45 0 1 0 0 1
18:00 0 0 0 0 0 18:00 0 0 0 0 0
18:15 0 0 0 0 0 18:15 0 0 0 0 0
18:30 0 0 0 0 0 18:30 0 0 0 0 0
18:45 0 0 0 0 0 18:45 0 0 0 0 0
19:00 0 0 0 0 0 19:00 0 0 0 0 0
19:15 0 0 0 0 0 19:15 0 0 0 0 0
19:30 0 0 0 0 0 19:30 0 0 0 0 0
19:45 0 0 0 0 0 19:45 0 0 0 0 0
20:00 0 0 0 0 0 20:00 0 0 0 0 0
20:15 0 0 0 0 0 20:15 0 0 0 0 0
20:30 0 0 0 0 0 20:30 0 0 0 0 0
20:45 0 0 0 0 0 20:45 0 0 0 0 0
21:00 0 0 0 0 0 21:00 0 0 0 0 0
21:15 0 0 0 0 0 21:15 0 0 0 0 0
21:30 0 0 0 0 0 21:30 0 0 0 0 0
21:45 0 0 0 0 0 21:45 0 0 0 0 0
22:00 0 0 0 0 0 22:00 0 0 0 0 0
22:15 0 0 0 0 0 22:15 0 0 0 0 0
22:30 0 0 0 0 0 22:30 0 0 0 0 0
22:45 0 0 0 0 0 22:45 0 0 0 0 0
23:00 0 0 0 0 0 23:00 0 0 0 0 0
23:15 0 0 0 0 0 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 0 0 0 0 0
23:45 0 0 0 0 0 23:45 0 0 0 0 0
TOTAL 35 5 0 21 61 34 7 0 19 60
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 0 0 0 0 0
0:15 0 0 0 0 0 0:15 0 0 0 0 0
0:30 0 0 0 0 0 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 0 0 0 0 0
1:00 0 0 0 0 0 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 0 0 0
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 0 0 0 0 0 2:30 0 0 0 0 0
2:45 0 0 0 0 0 2:45 0 0 0 0 0
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 0 0 0 0 0 4:30 0 0 0 0 0
4:45 0 0 0 0 0 4:45 0 0 0 0 0
5:00 0 0 0 0 0 5:00 0 0 0 0 0
5:15 0 0 0 0 0 5:15 0 0 0 0 0
5:30 3 0 0 1 4 5:30 0 0 0 0 0
5:45 3 0 0 1 4 5:45 0 0 0 0 0
6:00 1 0 0 0 1 6:00 0 0 0 0 0
6:15 0 0 0 0 0 6:15 0 0 0 0 0
6:30 0 0 0 1 1 6:30 0 0 0 0 0
6:45 0 0 0 0 0 6:45 0 0 0 0 0
7:00 1 0 0 0 1 7:00 1 0 0 0 1
7:15 2 0 0 0 2 7:15 0 0 0 0 0
7:30 3 0 0 2 5 7:30 0 0 0 0 0
7:45 5 0 0 0 5 7:45 3 0 0 1 4
8:00 1 0 0 1 2 8:00 0 0 0 11 11
8:15 4 0 0 0 4 8:15 0 0 0 0 0
8:30 1 0 0 3 4 8:30 0 0 0 0 0
8:45 0 0 0 0 0 8:45 0 0 0 0 0
9:00 0 1 0 0 1 9:00 0 0 0 0 0
9:15 2 0 0 1 3 9:15 1 0 0 0 1
9:30 0 0 0 0 0 9:30 1 0 0 1 2
9:45 1 0 0 0 1 9:45 0 0 0 0 0
10:00 0 0 0 0 0 10:00 1 0 0 0 1
10:15 0 0 0 0 0 10:15 0 0 0 0 0
10:30 0 1 0 0 1 10:30 0 0 0 0 0
10:45 0 1 0 1 2 10:45 1 0 0 0 1
11:00 0 0 0 1 1 11:00 0 0 0 1 1
11:15 0 1 1 2 4 11:15 1 1 0 1 3
11:30 2 1 0 3 6 11:30 3 1 0 0 4
11:45 2 0 0 0 2 11:45 0 0 1 1 2
Exiting
Fullerton
2501 E Orangethorpe Ave
Wednesday, August 7, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Fullerton
2501 E Orangethorpe Ave
Wednesday, August 7, 2024
Classified Driveway Count
Entering
12:00 1 0 0 1 2 12:00 1 1 0 1 3
12:15 3 0 0 1 4 12:15 3 0 0 0 3
12:30 1 0 1 2 4 12:30 0 2 0 1 3
12:45 0 0 0 0 0 12:45 0 0 0 0 0
13:00 0 0 0 1 1 13:00 1 0 0 0 1
13:15 0 0 0 0 0 13:15 1 0 0 2 3
13:30 1 0 0 1 2 13:30 2 0 0 0 2
13:45 1 0 0 0 1 13:45 1 0 1 2 4
14:00 1 0 1 1 3 14:00 0 0 0 0 0
14:15 1 1 0 0 2 14:15 1 0 0 2 3
14:30 1 0 0 0 1 14:30 0 0 0 1 1
14:45 1 0 0 0 1 14:45 2 0 0 2 4
15:00 0 0 0 1 1 15:00 0 1 0 0 1
15:15 1 0 0 1 2 15:15 0 0 0 1 1
15:30 0 0 0 1 1 15:30 0 0 0 0 0
15:45 0 0 0 0 0 15:45 0 0 1 1 2
16:00 0 0 0 0 0 16:00 0 0 0 0 0
16:15 3 0 0 0 3 16:15 1 0 0 1 2
16:30 1 0 0 0 1 16:30 6 0 0 0 6
16:45 0 0 0 0 0 16:45 1 0 0 2 3
17:00 0 0 0 0 0 17:00 3 0 0 0 3
17:15 0 0 0 0 0 17:15 4 0 0 0 4
17:30 0 0 0 0 0 17:30 4 0 0 2 6
17:45 0 0 0 0 0 17:45 3 0 0 0 3
18:00 0 0 0 0 0 18:00 0 0 0 0 0
18:15 0 0 0 0 0 18:15 0 0 0 0 0
18:30 1 0 0 0 1 18:30 1 0 0 0 1
18:45 0 0 0 0 0 18:45 0 0 0 0 0
19:00 0 0 0 0 0 19:00 0 0 0 0 0
19:15 0 0 0 0 0 19:15 0 0 0 0 0
19:30 0 0 0 0 0 19:30 0 0 0 0 0
19:45 0 0 0 0 0 19:45 0 0 0 0 0
20:00 0 0 0 0 0 20:00 0 0 0 0 0
20:15 0 0 0 0 0 20:15 0 0 0 0 0
20:30 0 0 0 0 0 20:30 0 0 0 0 0
20:45 0 0 0 0 0 20:45 0 0 0 0 0
21:00 0 0 0 0 0 21:00 0 0 0 0 0
21:15 0 0 0 0 0 21:15 0 0 0 0 0
21:30 0 0 0 0 0 21:30 0 0 0 0 0
21:45 0 0 0 0 0 21:45 0 0 0 0 0
22:00 0 0 0 0 0 22:00 0 0 0 0 0
22:15 0 0 0 0 0 22:15 0 0 0 0 0
22:30 0 0 0 0 0 22:30 0 0 0 0 0
22:45 0 0 0 0 0 22:45 0 0 0 0 0
23:00 0 0 0 0 0 23:00 0 0 0 0 0
23:15 0 0 0 0 0 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 0 0 0 0 0
23:45 0 0 0 0 0 23:45 0 0 0 0 0
TOTAL 48 6 3 27 84 47 6 3 34 90
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 0 0 0 0 0
0:15 0 0 0 0 0 0:15 0 0 0 0 0
0:30 0 0 0 0 0 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 0 0 0 0 0
1:00 0 0 0 0 0 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 0 0 0
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 0 0 0 0 0 2:30 0 0 0 0 0
2:45 0 0 0 0 0 2:45 0 0 0 0 0
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 0 0 0 0 0 4:30 0 0 0 0 0
4:45 0 0 0 0 0 4:45 0 0 0 0 0
5:00 0 0 0 0 0 5:00 0 0 0 0 0
5:15 0 0 0 1 1 5:15 0 0 0 0 0
5:30 4 0 0 1 5 5:30 0 0 0 0 0
5:45 4 0 0 0 4 5:45 0 0 0 0 0
6:00 0 0 0 0 0 6:00 0 0 0 1 1
6:15 0 0 0 0 0 6:15 0 0 0 1 1
6:30 0 0 0 0 0 6:30 0 0 0 0 0
6:45 0 0 0 0 0 6:45 0 0 0 0 0
7:00 1 0 0 1 2 7:00 0 0 0 0 0
7:15 5 0 0 0 5 7:15 1 0 0 1 2
7:30 2 1 0 2 5 7:30 1 0 0 0 1
7:45 5 0 0 1 6 7:45 5 0 0 0 5
8:00 0 0 0 1 1 8:00 0 1 0 0 1
8:15 0 0 0 0 0 8:15 0 0 0 0 0
8:30 1 0 0 1 2 8:30 0 0 0 0 0
8:45 0 0 0 1 1 8:45 0 0 0 0 0
9:00 0 1 0 3 4 9:00 0 0 0 2 2
9:15 1 0 0 0 1 9:15 0 0 0 2 2
9:30 1 0 0 0 1 9:30 1 0 0 2 3
9:45 1 0 0 0 1 9:45 0 0 0 0 0
10:00 1 0 0 0 1 10:00 0 0 0 0 0
10:15 1 0 0 0 1 10:15 1 0 0 0 1
10:30 0 0 0 0 0 10:30 0 0 0 1 1
10:45 2 0 0 0 2 10:45 0 0 0 2 2
11:00 0 0 0 0 0 11:00 0 0 0 1 1
11:15 0 0 0 1 1 11:15 0 0 0 1 1
11:30 1 0 0 1 2 11:30 2 0 0 0 2
11:45 1 0 0 3 4 11:45 0 1 0 0 1
Exiting
Fullerton
2501 E Orangethorpe Ave
Thursday, August 8, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Fullerton
2501 E Orangethorpe Ave
Thursday, August 8, 2024
Classified Driveway Count
Entering
12:00 2 0 0 0 2 12:00 3 1 0 1 5
12:15 3 0 0 1 4 12:15 0 0 0 0 0
12:30 0 1 0 0 1 12:30 0 0 0 2 2
12:45 0 0 0 1 1 12:45 0 0 0 0 0
13:00 0 0 0 0 0 13:00 1 0 0 0 1
13:15 0 0 0 0 0 13:15 1 0 0 0 1
13:30 1 1 0 0 2 13:30 0 0 0 1 1
13:45 1 0 0 1 2 13:45 0 0 0 0 0
14:00 0 0 0 0 0 14:00 1 0 0 0 1
14:15 1 0 0 0 1 14:15 1 1 0 2 4
14:30 0 1 0 0 1 14:30 0 1 0 1 2
14:45 0 1 0 0 1 14:45 2 0 0 0 2
15:00 0 0 0 0 0 15:00 0 0 0 0 0
15:15 0 0 0 0 0 15:15 0 1 0 0 1
15:30 0 0 0 0 0 15:30 0 0 0 0 0
15:45 0 0 0 0 0 15:45 0 0 0 0 0
16:00 0 0 1 0 1 16:00 1 0 0 1 2
16:15 1 0 0 0 1 16:15 0 0 0 1 1
16:30 0 0 0 0 0 16:30 6 1 0 0 7
16:45 0 0 0 1 1 16:45 1 0 0 0 1
17:00 0 0 0 0 0 17:00 2 0 0 2 4
17:15 0 0 0 0 0 17:15 5 0 0 0 5
17:30 0 0 0 0 0 17:30 2 0 0 0 2
17:45 0 0 0 0 0 17:45 1 0 0 0 1
18:00 0 0 0 0 0 18:00 0 0 0 0 0
18:15 0 0 0 0 0 18:15 0 0 0 0 0
18:30 0 0 0 0 0 18:30 0 0 0 0 0
18:45 0 0 0 0 0 18:45 0 0 0 0 0
19:00 0 0 0 0 0 19:00 0 0 0 0 0
19:15 0 0 0 0 0 19:15 0 0 0 0 0
19:30 0 0 0 0 0 19:30 0 0 0 0 0
19:45 1 0 0 0 1 19:45 0 0 0 0 0
20:00 0 0 0 0 0 20:00 0 0 0 0 0
20:15 0 0 0 0 0 20:15 0 0 0 0 0
20:30 0 0 0 0 0 20:30 1 0 0 0 1
20:45 0 0 0 0 0 20:45 0 0 0 0 0
21:00 0 0 0 0 0 21:00 0 0 0 0 0
21:15 0 0 0 0 0 21:15 0 0 0 0 0
21:30 0 0 0 0 0 21:30 0 0 0 0 0
21:45 0 0 0 0 0 21:45 0 0 0 0 0
22:00 0 0 0 0 0 22:00 0 0 0 0 0
22:15 0 0 0 0 0 22:15 0 0 0 0 0
22:30 0 0 0 0 0 22:30 0 0 0 0 0
22:45 0 0 0 0 0 22:45 0 0 0 0 0
23:00 0 0 0 0 0 23:00 0 0 0 0 0
23:15 0 0 0 0 0 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 0 0 0 0 0
23:45 0 0 0 0 0 23:45 0 0 0 0 0
TOTAL 41 6 1 21 69 39 7 0 25 71
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 0 0 0 0 0
0:15 0 0 0 0 0 0:15 0 0 0 0 0
0:30 0 0 0 0 0 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 1 0 0 0 1
1:00 1 0 0 0 1 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 0 0 0
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 1 0 0 0 1 2:30 6 0 0 0 6
2:45 0 0 0 0 0 2:45 1 0 0 0 1
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 0 0 0 0 0 4:30 0 0 0 0 0
4:45 5 0 0 0 5 4:45 0 0 0 0 0
5:00 3 0 0 0 3 5:00 0 0 0 0 0
5:15 3 0 0 0 3 5:15 0 0 0 0 0
5:30 9 0 0 0 9 5:30 0 0 0 0 0
5:45 21 2 0 0 23 5:45 3 0 0 0 3
6:00 3 0 0 0 3 6:00 0 0 0 0 0
6:15 6 0 0 0 6 6:15 0 1 0 0 1
6:30 0 0 0 0 0 6:30 0 0 0 0 0
6:45 6 0 0 0 6 6:45 0 0 0 0 0
7:00 0 0 1 1 2 7:00 0 1 0 0 1
7:15 3 0 0 0 3 7:15 0 0 1 0 1
7:30 5 0 0 0 5 7:30 0 2 0 1 3
7:45 8 0 0 0 8 7:45 0 5 0 0 5
8:00 10 0 0 0 10 8:00 2 1 0 0 3
8:15 6 0 0 0 6 8:15 2 0 0 0 2
8:30 6 0 0 0 6 8:30 1 0 0 0 1
8:45 2 0 0 2 4 8:45 0 0 0 1 1
9:00 2 1 0 0 3 9:00 2 1 0 0 3
9:15 5 0 0 0 5 9:15 3 0 0 0 3
9:30 3 0 0 0 3 9:30 2 0 0 0 2
9:45 3 0 0 0 3 9:45 1 0 0 0 1
10:00 3 0 0 0 3 10:00 12 0 0 1 13
10:15 5 1 0 0 6 10:15 4 0 0 0 4
10:30 5 0 0 0 5 10:30 3 0 0 0 3
10:45 3 0 0 0 3 10:45 4 1 0 0 5
11:00 6 0 0 0 6 11:00 5 0 0 0 5
11:15 3 0 0 2 5 11:15 4 0 0 0 4
11:30 4 0 0 0 4 11:30 5 0 0 1 6
11:45 4 1 0 0 5 11:45 4 0 0 1 5
Exiting
Orange
2164 N Batavia St - TOTAL
Tuesday, August 6, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Orange
2164 N Batavia St - TOTAL
Tuesday, August 6, 2024
Classified Driveway Count
Entering
12:00 3 1 0 1 5 12:00 7 1 0 0 8
12:15 4 0 0 0 4 12:15 2 1 0 1 4
12:30 4 0 0 0 4 12:30 4 0 0 0 4
12:45 1 1 0 0 2 12:45 2 1 0 0 3
13:00 4 1 0 0 5 13:00 3 1 0 0 4
13:15 5 0 0 1 6 13:15 2 0 0 0 2
13:30 5 0 0 0 5 13:30 3 0 0 1 4
13:45 4 0 0 0 4 13:45 2 0 0 0 2
14:00 1 0 0 0 1 14:00 1 0 0 0 1
14:15 5 1 0 0 6 14:15 9 1 0 0 10
14:30 2 0 0 0 2 14:30 25 0 0 0 25
14:45 1 0 0 0 1 14:45 3 0 0 0 3
15:00 2 1 0 0 3 15:00 2 1 0 0 3
15:15 0 0 0 0 0 15:15 0 0 0 0 0
15:30 3 0 0 0 3 15:30 4 0 0 0 4
15:45 3 0 0 0 3 15:45 2 0 0 0 2
16:00 1 0 0 0 1 16:00 6 0 0 0 6
16:15 0 1 0 0 1 16:15 1 0 0 0 1
16:30 0 0 0 0 0 16:30 6 0 0 0 6
16:45 0 2 0 0 2 16:45 2 0 0 0 2
17:00 1 0 0 1 2 17:00 14 0 0 0 14
17:15 0 0 0 0 0 17:15 4 0 0 0 4
17:30 5 1 0 0 6 17:30 8 0 0 0 8
17:45 3 0 0 0 3 17:45 0 0 1 0 1
18:00 0 1 0 1 2 18:00 2 0 0 0 2
18:15 0 1 0 0 1 18:15 1 0 0 0 1
18:30 1 1 0 0 2 18:30 3 0 0 1 4
18:45 0 1 1 0 2 18:45 2 0 0 0 2
19:00 0 0 0 0 0 19:00 0 0 1 0 1
19:15 0 0 0 0 0 19:15 2 0 0 0 2
19:30 0 0 0 0 0 19:30 0 0 0 0 0
19:45 1 0 0 0 1 19:45 1 0 0 0 1
20:00 0 0 0 0 0 20:00 1 0 0 0 1
20:15 0 0 0 0 0 20:15 0 0 0 0 0
20:30 1 0 0 0 1 20:30 0 0 0 0 0
20:45 0 0 0 0 0 20:45 0 0 0 0 0
21:00 0 0 0 1 1 21:00 0 0 0 0 0
21:15 0 0 0 0 0 21:15 0 0 0 0 0
21:30 1 0 0 0 1 21:30 1 0 0 1 2
21:45 0 0 0 0 0 21:45 1 0 0 0 1
22:00 0 0 0 0 0 22:00 0 0 0 0 0
22:15 1 0 0 0 1 22:15 5 0 0 0 5
22:30 1 0 0 0 1 22:30 8 0 0 0 8
22:45 0 0 0 0 0 22:45 0 0 0 0 0
23:00 0 0 0 0 0 23:00 3 0 0 0 3
23:15 0 0 0 0 0 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 0 0 0 0 0
23:45 0 0 0 0 0 23:45 0 0 0 0 0
TOTAL 207 18 2 10 237 207 18 3 9 237
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 1 0 0 0 1
0:15 0 0 0 0 0 0:15 0 0 0 0 0
0:30 0 0 1 0 1 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 0 0 0 0 0
1:00 0 0 0 0 0 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 1 0 1
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 0 0 0 0 0 2:30 6 0 0 0 6
2:45 0 0 0 0 0 2:45 1 0 0 0 1
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 0 0 0 0 0 4:30 0 0 0 0 0
4:45 0 0 0 0 0 4:45 0 0 0 0 0
5:00 8 0 0 0 8 5:00 0 0 0 0 0
5:15 1 1 0 0 2 5:15 0 0 0 0 0
5:30 9 0 0 0 9 5:30 1 0 0 0 1
5:45 16 0 0 0 16 5:45 1 0 0 0 1
6:00 3 0 0 0 3 6:00 0 0 0 0 0
6:15 3 0 0 0 3 6:15 1 1 0 0 2
6:30 2 0 0 0 2 6:30 0 0 0 0 0
6:45 2 0 0 0 2 6:45 0 0 0 0 0
7:00 1 0 0 0 1 7:00 1 3 0 0 4
7:15 7 0 1 1 9 7:15 0 0 0 0 0
7:30 4 0 0 0 4 7:30 0 3 0 0 3
7:45 4 0 0 0 4 7:45 0 0 0 0 0
8:00 6 0 0 0 6 8:00 1 0 1 0 2
8:15 9 0 0 0 9 8:15 1 0 0 0 1
8:30 6 0 0 0 6 8:30 0 1 0 0 1
8:45 3 0 0 0 3 8:45 1 0 0 1 2
9:00 4 1 0 0 5 9:00 1 0 0 0 1
9:15 1 0 0 1 2 9:15 1 1 0 0 2
9:30 2 1 0 0 3 9:30 1 0 0 0 1
9:45 3 0 0 0 3 9:45 0 1 0 1 2
10:00 2 0 0 0 2 10:00 7 0 0 0 7
10:15 1 0 0 0 1 10:15 0 0 0 0 0
10:30 3 1 0 0 4 10:30 1 0 0 0 1
10:45 4 0 0 1 5 10:45 2 0 0 0 2
11:00 2 1 0 0 3 11:00 4 0 0 0 4
11:15 3 1 0 0 4 11:15 2 1 0 0 3
11:30 0 0 0 0 0 11:30 2 1 0 1 4
11:45 1 0 0 0 1 11:45 2 0 0 0 2
Exiting
Orange
2164 N Batavia St - TOTAL
Wednesday, August 7, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Orange
2164 N Batavia St - TOTAL
Wednesday, August 7, 2024
Classified Driveway Count
Entering
12:00 3 0 0 0 3 12:00 5 0 0 0 5
12:15 4 1 0 0 5 12:15 2 1 0 0 3
12:30 2 1 0 0 3 12:30 5 1 0 0 6
12:45 7 1 0 0 8 12:45 3 1 0 0 4
13:00 4 0 0 0 4 13:00 4 0 0 0 4
13:15 3 0 0 0 3 13:15 1 0 0 0 1
13:30 6 0 0 1 7 13:30 3 1 0 0 4
13:45 8 0 0 0 8 13:45 3 0 0 1 4
14:00 0 1 0 0 1 14:00 1 0 0 0 1
14:15 2 0 0 0 2 14:15 6 1 0 0 7
14:30 2 1 0 0 3 14:30 26 0 0 0 26
14:45 1 0 1 0 2 14:45 2 1 0 0 3
15:00 2 1 0 0 3 15:00 0 2 1 0 3
15:15 2 0 0 0 2 15:15 3 0 0 0 3
15:30 2 0 0 0 2 15:30 4 0 0 0 4
15:45 2 1 0 0 3 15:45 3 0 0 0 3
16:00 0 0 0 0 0 16:00 5 0 0 0 5
16:15 3 0 1 0 4 16:15 4 0 1 0 5
16:30 1 0 0 1 2 16:30 8 0 0 0 8
16:45 0 3 0 0 3 16:45 1 0 0 0 1
17:00 2 0 0 0 2 17:00 7 0 0 1 8
17:15 0 1 0 0 1 17:15 6 0 0 0 6
17:30 4 0 0 0 4 17:30 6 0 0 0 6
17:45 2 0 0 0 2 17:45 3 0 0 0 3
18:00 1 1 0 0 2 18:00 3 0 0 0 3
18:15 0 0 0 1 1 18:15 2 0 0 0 2
18:30 1 0 0 0 1 18:30 4 0 0 1 5
18:45 1 0 0 0 1 18:45 2 0 0 0 2
19:00 1 0 0 0 1 19:00 0 0 0 0 0
19:15 0 0 0 0 0 19:15 1 0 0 0 1
19:30 0 0 0 0 0 19:30 0 0 0 0 0
19:45 0 0 0 0 0 19:45 0 0 0 0 0
20:00 0 0 0 0 0 20:00 0 0 0 0 0
20:15 0 0 0 0 0 20:15 0 0 0 0 0
20:30 0 0 0 0 0 20:30 0 0 0 0 0
20:45 0 0 0 1 1 20:45 0 0 0 0 0
21:00 0 0 0 0 0 21:00 0 0 0 0 0
21:15 0 0 0 0 0 21:15 0 0 0 1 1
21:30 0 0 0 0 0 21:30 1 0 0 0 1
21:45 0 0 0 0 0 21:45 0 0 0 0 0
22:00 0 0 0 0 0 22:00 2 0 0 0 2
22:15 1 0 0 0 1 22:15 4 0 0 0 4
22:30 2 0 0 0 2 22:30 9 0 0 0 9
22:45 0 0 0 0 0 22:45 0 0 0 0 0
23:00 0 0 0 0 0 23:00 0 0 0 0 0
23:15 1 0 0 0 1 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 0 0 0 0 0
23:45 0 0 0 0 0 23:45 0 0 0 0 0
TOTAL 180 18 4 7 209 177 20 4 7 208
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 0 0 0 0 0
0:15 0 0 0 0 0 0:15 1 0 0 0 1
0:30 0 0 0 0 0 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 0 0 0 0 0
1:00 0 0 0 0 0 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 0 0 0
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 0 0 0 0 0 2:30 7 0 0 0 7
2:45 0 0 0 0 0 2:45 1 0 0 0 1
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 4 0 0 0 4 4:30 0 0 0 0 0
4:45 1 0 0 0 1 4:45 0 0 0 0 0
5:00 3 0 0 0 3 5:00 0 0 0 0 0
5:15 3 0 0 0 3 5:15 0 0 0 0 0
5:30 8 1 0 0 9 5:30 1 0 0 0 1
5:45 15 0 0 0 15 5:45 1 0 0 0 1
6:00 2 1 0 0 3 6:00 0 0 0 0 0
6:15 4 0 0 0 4 6:15 0 1 0 0 1
6:30 1 0 0 0 1 6:30 0 1 0 0 1
6:45 4 0 0 1 5 6:45 0 0 0 0 0
7:00 2 0 0 0 2 7:00 0 2 0 0 2
7:15 4 0 0 0 4 7:15 0 1 0 0 1
7:30 3 0 0 0 3 7:30 0 3 0 0 3
7:45 6 0 0 0 6 7:45 1 2 0 1 4
8:00 4 0 0 1 5 8:00 1 0 0 0 1
8:15 8 0 0 0 8 8:15 0 0 0 0 0
8:30 8 0 0 0 8 8:30 1 0 0 0 1
8:45 5 0 1 0 6 8:45 1 0 0 0 1
9:00 0 0 0 0 0 9:00 0 0 0 0 0
9:15 2 0 0 0 2 9:15 0 0 1 0 1
9:30 3 1 0 0 4 9:30 2 0 0 0 2
9:45 2 0 0 0 2 9:45 2 0 0 1 3
10:00 4 0 0 0 4 10:00 4 1 0 0 5
10:15 3 0 0 0 3 10:15 2 0 0 0 2
10:30 2 0 0 0 2 10:30 0 0 0 0 0
10:45 1 0 0 1 2 10:45 2 0 0 0 2
11:00 2 0 0 1 3 11:00 3 0 0 1 4
11:15 4 0 0 0 4 11:15 5 0 0 0 5
11:30 3 0 0 0 3 11:30 2 0 0 1 3
11:45 3 1 0 0 4 11:45 6 0 0 0 6
Exiting
Orange
2164 N Batavia St - TOTAL
Thursday, August 8, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Orange
2164 N Batavia St - TOTAL
Thursday, August 8, 2024
Classified Driveway Count
Entering
12:00 4 0 0 0 4 12:00 9 1 0 0 10
12:15 9 0 0 0 9 12:15 5 0 0 0 5
12:30 5 2 0 0 7 12:30 5 0 0 0 5
12:45 4 1 0 0 5 12:45 2 1 0 0 3
13:00 5 0 0 0 5 13:00 3 0 0 0 3
13:15 6 0 0 0 6 13:15 2 0 0 0 2
13:30 3 3 0 1 7 13:30 4 3 0 0 7
13:45 5 0 0 0 5 13:45 4 0 0 1 5
14:00 3 0 0 0 3 14:00 3 0 0 0 3
14:15 4 1 0 0 5 14:15 12 0 0 0 12
14:30 4 1 0 0 5 14:30 23 1 0 0 24
14:45 1 0 0 0 1 14:45 3 0 0 0 3
15:00 4 0 0 0 4 15:00 3 0 0 0 3
15:15 1 0 0 0 1 15:15 1 0 0 0 1
15:30 0 0 0 0 0 15:30 2 0 0 0 2
15:45 4 0 0 1 5 15:45 4 0 0 0 4
16:00 2 1 0 0 3 16:00 4 0 0 1 5
16:15 4 2 0 0 6 16:15 4 1 0 0 5
16:30 0 0 0 0 0 16:30 11 0 0 0 11
16:45 0 1 1 0 2 16:45 4 0 1 0 5
17:00 1 0 0 0 1 17:00 11 0 0 0 11
17:15 1 1 0 0 2 17:15 6 0 0 0 6
17:30 4 1 0 0 5 17:30 2 0 0 0 2
17:45 3 0 0 0 3 17:45 4 0 0 0 4
18:00 1 1 0 0 2 18:00 2 0 0 0 2
18:15 0 0 0 1 1 18:15 0 0 0 0 0
18:30 0 0 0 0 0 18:30 2 0 0 1 3
18:45 1 0 0 0 1 18:45 1 0 0 0 1
19:00 0 0 0 0 0 19:00 0 0 0 0 0
19:15 0 0 0 0 0 19:15 0 0 0 0 0
19:30 0 0 0 0 0 19:30 0 0 0 0 0
19:45 0 0 0 0 0 19:45 1 0 0 0 1
20:00 0 0 0 0 0 20:00 0 0 0 0 0
20:15 0 0 0 0 0 20:15 1 0 0 0 1
20:30 0 0 0 0 0 20:30 1 0 0 0 1
20:45 0 0 0 0 0 20:45 0 0 0 0 0
21:00 0 0 0 1 1 21:00 1 0 0 1 2
21:15 0 0 0 0 0 21:15 1 0 0 0 1
21:30 0 0 0 0 0 21:30 4 0 0 0 4
21:45 0 0 0 0 0 21:45 0 0 0 0 0
22:00 1 0 0 0 1 22:00 0 0 0 0 0
22:15 0 0 0 0 0 22:15 3 0 0 0 3
22:30 3 0 0 0 3 22:30 4 0 0 0 4
22:45 0 0 0 0 0 22:45 1 0 0 0 1
23:00 0 0 0 0 0 23:00 0 0 0 0 0
23:15 0 0 0 0 0 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 1 0 0 0 1
23:45 1 0 0 0 1 23:45 0 0 0 0 0
TOTAL 198 19 2 8 227 197 18 2 8 225
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 0 0 0 0 0
0:15 0 0 0 0 0 0:15 0 0 0 0 0
0:30 0 0 0 0 0 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 0 0 0 0 0
1:00 0 0 0 0 0 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 0 0 0
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 0 0 0 0 0 2:30 0 0 0 0 0
2:45 0 0 0 0 0 2:45 0 0 0 0 0
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 0 0 0 0 0 4:30 0 0 0 0 0
4:45 0 0 0 0 0 4:45 0 0 0 0 0
5:00 0 0 0 0 0 5:00 0 0 0 0 0
5:15 0 0 0 0 0 5:15 0 0 0 0 0
5:30 0 0 0 0 0 5:30 0 0 0 0 0
5:45 0 0 0 0 0 5:45 0 0 0 0 0
6:00 3 0 0 0 3 6:00 1 0 0 0 1
6:15 5 0 0 0 5 6:15 0 0 0 0 0
6:30 5 0 0 0 5 6:30 0 0 0 1 1
6:45 17 0 0 1 18 6:45 1 0 0 0 1
7:00 7 0 0 0 7 7:00 3 0 0 0 3
7:15 0 0 0 0 0 7:15 0 0 0 0 0
7:30 0 0 0 0 0 7:30 0 0 0 0 0
7:45 0 0 0 0 0 7:45 0 0 0 0 0
8:00 0 0 0 0 0 8:00 0 0 0 0 0
8:15 3 0 0 0 3 8:15 0 0 0 0 0
8:30 1 0 0 0 1 8:30 0 0 0 0 0
8:45 1 0 0 3 4 8:45 0 0 0 0 0
9:00 0 0 0 0 0 9:00 1 0 0 0 1
9:15 0 1 0 1 2 9:15 0 0 0 1 1
9:30 0 0 0 0 0 9:30 0 1 0 1 2
9:45 0 0 0 0 0 9:45 0 0 0 0 0
10:00 0 2 0 0 2 10:00 0 0 0 2 2
10:15 0 0 0 0 0 10:15 0 0 0 0 0
10:30 0 0 0 2 2 10:30 0 1 0 1 2
10:45 0 1 0 0 1 10:45 0 0 0 0 0
11:00 1 0 0 0 1 11:00 1 1 0 0 2
11:15 0 0 0 1 1 11:15 2 0 0 1 3
11:30 2 0 0 1 3 11:30 6 0 0 2 8
11:45 4 0 1 0 5 11:45 1 0 0 0 1
Exiting
Anaheim
2201 E Cerritos Ave
Tuesday, August 6, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Anaheim
2201 E Cerritos Ave
Tuesday, August 6, 2024
Classified Driveway Count
Entering
12:00 2 1 0 0 3 12:00 0 0 0 0 0
12:15 4 0 0 2 6 12:15 1 0 0 0 1
12:30 0 0 0 0 0 12:30 3 1 0 2 6
12:45 0 0 0 1 1 12:45 0 0 0 2 2
13:00 0 0 0 0 0 13:00 0 0 0 0 0
13:15 2 0 0 1 3 13:15 1 0 0 0 1
13:30 1 0 1 1 3 13:30 0 0 0 0 0
13:45 0 0 0 0 0 13:45 0 0 1 3 4
14:00 0 0 0 0 0 14:00 0 0 0 0 0
14:15 0 0 0 2 2 14:15 0 0 0 0 0
14:30 0 0 1 0 1 14:30 0 0 0 0 0
14:45 0 1 0 1 2 14:45 2 1 0 0 3
15:00 1 0 0 1 2 15:00 3 0 1 2 6
15:15 0 0 0 0 0 15:15 0 0 0 0 0
15:30 1 0 0 0 1 15:30 2 0 0 1 3
15:45 2 0 0 0 2 15:45 0 0 0 0 0
16:00 0 0 0 0 0 16:00 30 0 0 0 30
16:15 1 0 0 0 1 16:15 5 0 0 0 5
16:30 0 0 0 0 0 16:30 1 0 0 0 1
16:45 0 0 0 0 0 16:45 0 0 0 0 0
17:00 0 0 0 0 0 17:00 0 0 0 0 0
17:15 0 0 0 0 0 17:15 0 0 0 0 0
17:30 0 0 0 0 0 17:30 0 0 0 0 0
17:45 1 0 0 0 1 17:45 0 0 0 0 0
18:00 0 0 0 0 0 18:00 0 0 0 0 0
18:15 0 0 0 0 0 18:15 0 0 0 0 0
18:30 0 0 0 0 0 18:30 0 0 0 0 0
18:45 0 0 0 0 0 18:45 0 0 0 0 0
19:00 0 0 0 0 0 19:00 0 0 0 0 0
19:15 0 0 0 0 0 19:15 0 0 0 0 0
19:30 0 0 0 0 0 19:30 0 0 0 0 0
19:45 0 0 0 0 0 19:45 0 0 0 0 0
20:00 0 0 0 0 0 20:00 0 0 0 0 0
20:15 0 0 0 0 0 20:15 0 0 0 0 0
20:30 0 0 0 0 0 20:30 0 0 0 0 0
20:45 0 0 0 0 0 20:45 0 0 0 0 0
21:00 0 0 0 0 0 21:00 0 0 0 0 0
21:15 0 0 0 0 0 21:15 0 0 0 0 0
21:30 0 0 0 0 0 21:30 0 0 0 0 0
21:45 0 0 0 0 0 21:45 0 0 0 0 0
22:00 0 0 0 0 0 22:00 0 0 0 0 0
22:15 0 0 0 0 0 22:15 0 0 0 0 0
22:30 0 0 0 0 0 22:30 0 0 0 0 0
22:45 0 0 0 0 0 22:45 0 0 0 0 0
23:00 0 0 0 0 0 23:00 0 0 0 0 0
23:15 0 0 0 0 0 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 0 0 0 0 0
23:45 0 0 0 0 0 23:45 0 0 0 0 0
TOTAL 64 6 3 18 91 64 5 2 19 90
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 0 0 0 0 0
0:15 0 0 0 0 0 0:15 0 0 0 0 0
0:30 0 0 0 0 0 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 0 0 0 0 0
1:00 0 0 0 0 0 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 0 0 0
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 0 0 0 0 0 2:30 0 0 0 0 0
2:45 0 0 0 0 0 2:45 0 0 0 0 0
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 0 0 0 0 0 4:30 0 0 0 0 0
4:45 0 0 0 0 0 4:45 0 0 0 0 0
5:00 0 0 0 0 0 5:00 0 0 0 0 0
5:15 0 0 0 0 0 5:15 0 0 0 0 0
5:30 0 0 0 0 0 5:30 0 0 0 0 0
5:45 2 0 0 0 2 5:45 0 0 0 0 0
6:00 3 0 0 0 3 6:00 1 0 1 0 2
6:15 4 0 0 0 4 6:15 2 0 0 0 2
6:30 4 1 0 1 6 6:30 0 0 0 0 0
6:45 24 0 0 0 24 6:45 3 1 0 0 4
7:00 5 0 0 0 5 7:00 1 0 0 0 1
7:15 0 0 0 1 1 7:15 0 0 0 0 0
7:30 0 0 0 0 0 7:30 0 0 0 0 0
7:45 0 0 0 0 0 7:45 0 0 0 0 0
8:00 1 0 0 1 2 8:00 0 0 0 1 1
8:15 0 0 0 0 0 8:15 0 0 0 0 0
8:30 0 0 0 0 0 8:30 0 0 1 0 1
8:45 0 0 0 1 1 8:45 0 0 0 0 0
9:00 1 0 0 1 2 9:00 0 0 0 0 0
9:15 2 0 0 0 2 9:15 0 0 0 0 0
9:30 2 1 0 0 3 9:30 2 1 0 1 4
9:45 0 0 0 0 0 9:45 0 0 0 0 0
10:00 1 1 0 0 2 10:00 1 1 0 0 2
10:15 0 0 1 0 1 10:15 0 0 0 1 1
10:30 1 0 0 2 3 10:30 0 0 0 1 1
10:45 0 0 0 0 0 10:45 0 0 0 0 0
11:00 2 1 0 0 3 11:00 0 0 0 2 2
11:15 1 1 0 0 2 11:15 2 0 0 0 2
11:30 1 0 0 0 1 11:30 6 1 0 1 8
11:45 4 0 0 0 4 11:45 2 0 0 0 2
Exiting
Anaheim
2201 E Cerritos Ave
Wednesday, August 7, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Anaheim
2201 E Cerritos Ave
Wednesday, August 7, 2024
Classified Driveway Count
Entering
12:00 0 1 0 0 1 12:00 0 1 0 0 1
12:15 1 0 0 1 2 12:15 0 0 0 1 1
12:30 0 2 0 0 2 12:30 0 0 0 0 0
12:45 0 0 0 1 1 12:45 0 1 0 0 1
13:00 0 0 0 2 2 13:00 1 2 0 0 3
13:15 0 0 0 0 0 13:15 0 0 0 0 0
13:30 1 0 0 2 3 13:30 0 0 0 0 0
13:45 0 1 1 0 2 13:45 1 0 0 1 2
14:00 1 0 0 1 2 14:00 1 0 1 2 4
14:15 0 0 1 0 1 14:15 1 0 0 2 3
14:30 1 0 0 0 1 14:30 1 1 0 0 2
14:45 1 1 0 1 3 14:45 2 1 1 1 5
15:00 1 0 0 0 1 15:00 2 1 0 0 3
15:15 0 0 0 1 1 15:15 0 0 0 1 1
15:30 1 0 0 0 1 15:30 1 0 0 0 1
15:45 2 0 0 0 2 15:45 1 0 0 0 1
16:00 1 0 0 0 1 16:00 31 0 0 0 31
16:15 0 0 0 0 0 16:15 3 0 0 1 4
16:30 1 0 0 1 2 16:30 1 0 0 0 1
16:45 0 0 0 0 0 16:45 0 0 0 0 0
17:00 0 0 0 0 0 17:00 1 0 0 0 1
17:15 0 0 0 0 0 17:15 0 0 0 0 0
17:30 0 0 0 0 0 17:30 0 0 0 0 0
17:45 0 0 0 0 0 17:45 0 0 0 0 0
18:00 1 0 0 0 1 18:00 0 0 0 0 0
18:15 0 0 0 0 0 18:15 0 0 0 0 0
18:30 0 0 0 0 0 18:30 0 0 0 0 0
18:45 0 0 0 0 0 18:45 0 0 0 0 0
19:00 0 0 0 0 0 19:00 0 0 0 0 0
19:15 0 0 0 0 0 19:15 0 0 0 0 0
19:30 0 0 0 0 0 19:30 0 0 0 0 0
19:45 0 0 0 0 0 19:45 0 0 0 0 0
20:00 0 0 0 0 0 20:00 0 0 0 0 0
20:15 0 0 0 0 0 20:15 0 0 0 0 0
20:30 0 0 0 0 0 20:30 0 0 0 0 0
20:45 0 0 0 0 0 20:45 0 0 0 0 0
21:00 0 0 0 0 0 21:00 0 0 0 0 0
21:15 0 0 0 0 0 21:15 0 0 0 0 0
21:30 0 0 0 0 0 21:30 0 0 0 0 0
21:45 0 0 0 0 0 21:45 0 0 0 0 0
22:00 0 0 0 0 0 22:00 0 0 0 0 0
22:15 0 0 0 0 0 22:15 0 0 0 0 0
22:30 0 0 0 0 0 22:30 0 0 0 0 0
22:45 0 0 0 0 0 22:45 0 0 0 0 0
23:00 0 0 0 0 0 23:00 0 0 0 0 0
23:15 0 0 0 0 0 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 0 0 0 0 0
23:45 0 0 0 0 0 23:45 0 0 0 0 0
TOTAL 70 10 3 17 100 67 11 4 16 98
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 0 0 0 0 0
0:15 0 0 0 0 0 0:15 0 0 0 0 0
0:30 0 0 0 0 0 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 0 0 0 0 0
1:00 0 0 0 0 0 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 0 0 0
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 0 0 0 0 0 2:30 0 0 0 0 0
2:45 0 0 0 0 0 2:45 0 0 0 0 0
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 0 0 0 0 0 4:30 0 0 0 0 0
4:45 0 0 0 0 0 4:45 0 0 0 0 0
5:00 0 0 0 0 0 5:00 0 0 0 0 0
5:15 2 0 0 0 2 5:15 0 0 0 0 0
5:30 0 0 0 0 0 5:30 0 0 0 0 0
5:45 2 0 0 0 2 5:45 1 0 1 0 2
6:00 3 0 1 0 4 6:00 1 0 0 0 1
6:15 5 0 0 0 5 6:15 2 0 0 1 3
6:30 22 0 0 0 22 6:30 2 0 0 0 2
6:45 4 0 0 0 4 6:45 0 0 0 0 0
7:00 0 0 0 0 0 7:00 1 0 0 0 1
7:15 0 0 0 1 1 7:15 0 0 0 1 1
7:30 0 0 0 0 0 7:30 0 0 0 0 0
7:45 1 0 0 0 1 7:45 0 0 0 0 0
8:00 0 0 0 0 0 8:00 0 0 0 0 0
8:15 0 0 0 0 0 8:15 0 0 0 0 0
8:30 0 0 0 0 0 8:30 0 0 0 0 0
8:45 0 0 0 0 0 8:45 0 0 0 1 1
9:00 3 1 0 0 4 9:00 0 0 0 0 0
9:15 0 0 0 0 0 9:15 1 1 0 0 2
9:30 0 0 0 2 2 9:30 0 0 0 0 0
9:45 0 0 0 1 1 9:45 1 0 0 0 1
10:00 0 1 0 1 2 10:00 0 1 0 0 1
10:15 1 0 0 0 1 10:15 0 0 0 1 1
10:30 1 0 0 1 2 10:30 1 0 0 1 2
10:45 0 0 0 0 0 10:45 0 0 0 0 0
11:00 0 0 0 0 0 11:00 0 0 0 0 0
11:15 1 0 0 1 2 11:15 9 0 0 1 10
11:30 3 1 0 0 4 11:30 0 0 0 0 0
11:45 0 1 0 1 2 11:45 0 0 0 0 0
Exiting
Anaheim
2201 E Cerritos Ave
Thursday, August 8, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Anaheim
2201 E Cerritos Ave
Thursday, August 8, 2024
Classified Driveway Count
Entering
12:00 5 0 0 0 5 12:00 0 0 0 0 0
12:15 0 0 0 0 0 12:15 0 2 0 0 2
12:30 0 0 0 0 0 12:30 0 0 0 0 0
12:45 1 0 0 1 2 12:45 1 0 0 1 2
13:00 0 0 0 0 0 13:00 0 0 0 0 0
13:15 0 0 0 0 0 13:15 0 0 0 2 2
13:30 0 0 0 0 0 13:30 0 0 0 0 0
13:45 0 1 1 0 2 13:45 0 0 1 2 3
14:00 0 0 0 2 2 14:00 0 1 0 0 1
14:15 0 1 0 1 2 14:15 1 0 0 0 1
14:30 0 1 0 1 2 14:30 1 2 0 0 3
14:45 0 0 0 0 0 14:45 2 0 0 1 3
15:00 0 0 0 0 0 15:00 2 0 0 1 3
15:15 1 0 0 0 1 15:15 1 0 0 0 1
15:30 1 0 0 0 1 15:30 0 0 0 0 0
15:45 1 0 0 0 1 15:45 28 0 0 0 28
16:00 1 0 0 0 1 16:00 1 0 0 2 3
16:15 0 0 0 0 0 16:15 0 0 0 0 0
16:30 0 0 0 0 0 16:30 1 0 0 0 1
16:45 0 0 0 0 0 16:45 0 0 0 0 0
17:00 0 0 0 0 0 17:00 0 0 0 0 0
17:15 0 0 0 1 1 17:15 0 0 0 0 0
17:30 1 0 0 0 1 17:30 0 0 0 0 0
17:45 0 0 0 0 0 17:45 0 0 0 0 0
18:00 0 0 0 0 0 18:00 1 0 0 0 1
18:15 0 0 0 0 0 18:15 0 0 0 0 0
18:30 0 0 0 0 0 18:30 1 0 0 0 1
18:45 0 0 0 0 0 18:45 0 0 0 0 0
19:00 0 0 0 0 0 19:00 0 0 0 0 0
19:15 0 0 0 1 1 19:15 0 0 0 0 0
19:30 1 0 0 0 1 19:30 2 0 0 0 2
19:45 0 0 0 0 0 19:45 0 0 0 0 0
20:00 0 0 0 0 0 20:00 0 0 0 0 0
20:15 0 0 0 0 0 20:15 1 0 0 0 1
20:30 0 0 0 0 0 20:30 0 0 0 0 0
20:45 0 0 0 0 0 20:45 0 0 0 0 0
21:00 0 0 0 0 0 21:00 0 0 0 0 0
21:15 0 0 0 0 0 21:15 0 0 0 0 0
21:30 0 0 0 0 0 21:30 0 0 0 0 0
21:45 0 0 1 0 1 21:45 0 0 0 0 0
22:00 0 0 0 0 0 22:00 0 0 0 0 0
22:15 0 0 0 0 0 22:15 0 0 0 0 0
22:30 0 0 0 0 0 22:30 0 0 1 0 1
22:45 0 0 0 0 0 22:45 0 0 0 0 0
23:00 0 0 0 0 0 23:00 0 0 0 0 0
23:15 0 0 0 0 0 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 0 0 0 0 0
23:45 0 0 0 0 0 23:45 0 0 0 0 0
TOTAL 60 7 3 15 85 62 7 3 15 87
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 0 0 0 0 0
0:15 0 0 0 0 0 0:15 0 0 0 0 0
0:30 0 0 0 0 0 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 0 0 0 0 0
1:00 0 0 0 0 0 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 0 0 0
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 0 0 0 0 0 2:30 0 0 0 0 0
2:45 0 0 0 0 0 2:45 0 0 0 0 0
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 0 0 0 0 0 4:30 0 0 0 0 0
4:45 1 0 0 0 1 4:45 0 0 0 0 0
5:00 0 0 0 0 0 5:00 0 0 0 0 0
5:15 0 0 0 0 0 5:15 0 0 0 0 0
5:30 0 0 0 0 0 5:30 0 0 0 0 0
5:45 0 0 0 0 0 5:45 0 0 0 0 0
6:00 1 0 0 0 1 6:00 0 0 0 0 0
6:15 1 0 0 0 1 6:15 0 0 0 0 0
6:30 8 0 0 2 10 6:30 1 0 0 0 1
6:45 22 0 0 0 22 6:45 5 0 0 0 5
7:00 4 0 0 0 4 7:00 1 0 0 0 1
7:15 0 0 0 0 0 7:15 0 0 0 0 0
7:30 0 0 0 0 0 7:30 0 0 0 0 0
7:45 1 0 0 0 1 7:45 1 0 0 0 1
8:00 1 0 0 0 1 8:00 1 0 0 0 1
8:15 0 0 0 0 0 8:15 0 0 0 0 0
8:30 2 0 0 0 2 8:30 0 0 0 1 1
8:45 9 0 0 0 9 8:45 1 0 0 0 1
9:00 3 0 0 0 3 9:00 2 0 0 0 2
9:15 0 0 0 0 0 9:15 0 0 0 0 0
9:30 0 0 0 0 0 9:30 0 0 0 0 0
9:45 0 0 0 1 1 9:45 0 0 0 2 2
10:00 0 1 0 0 1 10:00 0 0 0 0 0
10:15 0 0 0 1 1 10:15 0 0 0 0 0
10:30 1 0 0 0 1 10:30 0 1 0 0 1
10:45 0 0 0 0 0 10:45 0 0 0 0 0
11:00 1 0 0 2 3 11:00 6 0 0 1 7
11:15 2 0 0 1 3 11:15 2 0 0 0 2
11:30 4 1 0 0 5 11:30 8 0 0 1 9
11:45 2 0 0 1 3 11:45 0 0 0 0 0
Exiting
Fullerton
2362 Kimberly Ave - TOTAL
Tuesday, August 6, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Fullerton
2362 Kimberly Ave - TOTAL
Tuesday, August 6, 2024
Classified Driveway Count
Entering
12:00 0 0 0 0 0 12:00 1 0 0 1 2
12:15 3 0 0 0 3 12:15 0 0 0 0 0
12:30 3 0 0 2 5 12:30 2 0 0 0 2
12:45 2 0 0 1 3 12:45 4 0 0 1 5
13:00 2 0 0 0 2 13:00 1 0 0 0 1
13:15 0 0 0 1 1 13:15 1 0 0 0 1
13:30 2 0 0 0 2 13:30 1 0 0 0 1
13:45 2 0 0 0 2 13:45 0 0 0 1 1
14:00 0 1 0 0 1 14:00 0 0 0 0 0
14:15 0 1 0 0 1 14:15 0 1 0 1 2
14:30 0 1 0 0 1 14:30 0 2 0 0 2
14:45 0 0 0 0 0 14:45 0 0 0 1 1
15:00 0 0 0 0 0 15:00 0 0 0 0 0
15:15 0 0 0 0 0 15:15 0 0 0 0 0
15:30 0 0 0 1 1 15:30 0 0 0 1 1
15:45 0 0 1 0 1 15:45 0 0 1 1 2
16:00 4 0 0 0 4 16:00 16 0 0 0 16
16:15 0 0 0 0 0 16:15 5 0 0 0 5
16:30 0 0 0 1 1 16:30 1 0 0 0 1
16:45 0 0 0 0 0 16:45 0 0 0 0 0
17:00 0 0 0 0 0 17:00 2 0 0 1 3
17:15 0 0 0 0 0 17:15 2 0 0 0 2
17:30 0 0 0 0 0 17:30 1 0 0 0 1
17:45 3 0 0 0 3 17:45 0 0 0 0 0
18:00 1 0 0 0 1 18:00 14 0 0 0 14
18:15 0 0 0 0 0 18:15 4 0 0 0 4
18:30 0 0 0 0 0 18:30 2 0 0 0 2
18:45 0 0 0 0 0 18:45 0 0 0 0 0
19:00 0 0 0 0 0 19:00 0 0 0 0 0
19:15 0 0 0 0 0 19:15 0 0 0 0 0
19:30 0 0 0 0 0 19:30 0 0 0 0 0
19:45 0 0 0 0 0 19:45 0 0 0 0 0
20:00 0 0 0 0 0 20:00 0 0 0 0 0
20:15 0 0 0 0 0 20:15 0 0 0 0 0
20:30 0 0 0 0 0 20:30 0 0 0 0 0
20:45 0 0 0 0 0 20:45 0 0 0 0 0
21:00 0 0 0 0 0 21:00 0 0 0 0 0
21:15 0 0 0 0 0 21:15 0 0 0 0 0
21:30 0 0 0 0 0 21:30 0 0 0 0 0
21:45 0 0 0 0 0 21:45 0 0 0 0 0
22:00 0 0 0 0 0 22:00 0 0 0 0 0
22:15 0 0 0 0 0 22:15 0 0 0 0 0
22:30 0 0 0 0 0 22:30 0 0 0 0 0
22:45 1 0 0 0 1 22:45 1 0 0 0 1
23:00 0 0 0 0 0 23:00 0 0 0 0 0
23:15 0 0 0 0 0 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 0 0 0 0 0
23:45 0 0 0 0 0 23:45 0 0 0 0 0
TOTAL 86 5 1 14 106 86 4 1 13 104
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 0 0 0 0 0
0:15 0 0 0 0 0 0:15 0 0 0 0 0
0:30 0 0 0 0 0 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 0 0 0 0 0
1:00 0 0 0 0 0 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 0 0 0
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 0 0 0 0 0 2:30 0 0 0 0 0
2:45 0 0 0 0 0 2:45 0 0 0 0 0
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 0 0 0 0 0 4:30 0 0 0 0 0
4:45 0 0 0 0 0 4:45 1 0 0 0 1
5:00 1 0 0 0 1 5:00 0 0 0 0 0
5:15 0 0 0 0 0 5:15 0 0 0 0 0
5:30 0 0 0 0 0 5:30 0 0 0 0 0
5:45 0 0 0 0 0 5:45 0 0 0 0 0
6:00 1 0 0 0 1 6:00 0 0 0 0 0
6:15 0 0 0 0 0 6:15 0 0 0 0 0
6:30 10 0 0 1 11 6:30 2 0 0 0 2
6:45 21 0 0 1 22 6:45 2 0 0 0 2
7:00 4 0 0 0 4 7:00 2 0 0 0 2
7:15 0 0 0 0 0 7:15 0 0 0 0 0
7:30 0 0 0 0 0 7:30 0 0 0 0 0
7:45 1 0 0 0 1 7:45 1 0 0 0 1
8:00 2 0 0 0 2 8:00 0 0 0 1 1
8:15 0 0 0 0 0 8:15 0 0 0 0 0
8:30 0 0 0 0 0 8:30 0 0 0 0 0
8:45 9 0 0 1 10 8:45 1 0 0 0 1
9:00 2 0 0 1 3 9:00 1 0 0 0 1
9:15 1 0 0 0 1 9:15 0 1 0 0 1
9:30 0 0 0 0 0 9:30 1 0 0 2 3
9:45 0 1 0 1 2 9:45 1 1 0 0 2
10:00 0 0 0 0 0 10:00 0 0 0 0 0
10:15 5 0 0 0 5 10:15 1 0 0 0 1
10:30 1 0 0 0 1 10:30 0 0 0 1 1
10:45 0 0 0 0 0 10:45 0 0 0 1 1
11:00 0 0 0 0 0 11:00 3 0 0 0 3
11:15 3 0 0 2 5 11:15 3 0 0 0 3
11:30 3 0 0 0 3 11:30 5 0 0 0 5
11:45 4 0 1 0 5 11:45 1 0 1 0 2
Exiting
Fullerton
2362 Kimberly Ave - TOTAL
Wednesday, August 7, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Fullerton
2362 Kimberly Ave - TOTAL
Wednesday, August 7, 2024
Classified Driveway Count
Entering
12:00 0 0 0 0 0 12:00 0 0 0 0 0
12:15 1 0 0 0 1 12:15 0 0 0 1 1
12:30 1 0 0 0 1 12:30 0 0 0 0 0
12:45 0 0 0 1 1 12:45 4 0 0 0 4
13:00 2 0 0 0 2 13:00 2 0 1 0 3
13:15 2 0 0 0 2 13:15 3 0 0 0 3
13:30 0 0 0 0 0 13:30 2 0 0 1 3
13:45 2 1 0 0 3 13:45 1 0 0 0 1
14:00 1 0 0 1 2 14:00 1 0 0 0 1
14:15 3 0 0 0 3 14:15 0 1 1 0 2
14:30 1 0 0 0 1 14:30 1 0 0 0 1
14:45 0 0 0 0 0 14:45 2 0 0 0 2
15:00 1 1 0 0 2 15:00 0 0 0 0 0
15:15 0 0 0 0 0 15:15 1 0 0 0 1
15:30 1 0 0 0 1 15:30 0 0 0 0 0
15:45 1 0 0 1 2 15:45 1 0 0 0 1
16:00 0 0 0 1 1 16:00 19 0 0 1 20
16:15 1 1 0 0 2 16:15 3 0 0 0 3
16:30 1 0 0 0 1 16:30 2 1 0 1 4
16:45 0 0 0 0 0 16:45 2 0 0 0 2
17:00 0 0 0 0 0 17:00 3 0 0 0 3
17:15 0 0 0 0 0 17:15 1 0 0 0 1
17:30 0 0 0 0 0 17:30 0 0 0 0 0
17:45 1 0 0 0 1 17:45 3 0 0 0 3
18:00 3 0 0 0 3 18:00 11 0 0 0 11
18:15 0 0 0 0 0 18:15 3 0 0 0 3
18:30 0 0 0 0 0 18:30 0 0 0 0 0
18:45 1 0 0 0 1 18:45 0 0 0 0 0
19:00 0 0 0 0 0 19:00 0 0 0 0 0
19:15 0 0 0 0 0 19:15 1 0 0 0 1
19:30 0 0 0 0 0 19:30 0 0 0 0 0
19:45 0 0 0 0 0 19:45 0 0 0 0 0
20:00 0 0 0 0 0 20:00 0 0 0 0 0
20:15 0 0 0 0 0 20:15 0 0 0 0 0
20:30 0 0 0 0 0 20:30 0 0 0 0 0
20:45 0 0 0 0 0 20:45 0 0 0 0 0
21:00 0 0 0 0 0 21:00 0 0 0 0 0
21:15 0 0 0 0 0 21:15 0 0 0 0 0
21:30 0 0 0 0 0 21:30 0 0 0 0 0
21:45 0 0 0 0 0 21:45 0 0 0 0 0
22:00 0 0 0 0 0 22:00 0 0 0 0 0
22:15 0 0 0 0 0 22:15 0 0 0 0 0
22:30 0 0 0 0 0 22:30 0 0 0 0 0
22:45 0 0 0 0 0 22:45 0 0 0 0 0
23:00 0 0 0 0 0 23:00 0 0 0 0 0
23:15 0 0 0 0 0 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 0 0 0 0 0
23:45 0 0 0 0 0 23:45 0 0 0 0 0
TOTAL 91 4 1 11 107 91 4 3 9 107
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
0:00 0 0 0 0 0 0:00 0 0 0 0 0
0:15 0 0 0 0 0 0:15 0 0 0 0 0
0:30 0 0 0 0 0 0:30 0 0 0 0 0
0:45 0 0 0 0 0 0:45 0 0 0 0 0
1:00 0 0 0 0 0 1:00 0 0 0 0 0
1:15 0 0 0 0 0 1:15 0 0 0 0 0
1:30 0 0 0 0 0 1:30 0 0 0 0 0
1:45 0 0 0 0 0 1:45 0 0 0 0 0
2:00 0 0 0 0 0 2:00 0 0 0 0 0
2:15 0 0 0 0 0 2:15 0 0 0 0 0
2:30 0 0 0 0 0 2:30 0 0 0 0 0
2:45 0 0 0 0 0 2:45 0 0 0 0 0
3:00 0 0 0 0 0 3:00 0 0 0 0 0
3:15 0 0 0 0 0 3:15 0 0 0 0 0
3:30 0 0 0 0 0 3:30 0 0 0 0 0
3:45 0 0 0 0 0 3:45 0 0 0 0 0
4:00 0 0 0 0 0 4:00 0 0 0 0 0
4:15 0 0 0 0 0 4:15 0 0 0 0 0
4:30 0 0 0 0 0 4:30 0 0 0 0 0
4:45 1 0 0 0 1 4:45 0 0 0 0 0
5:00 0 0 0 0 0 5:00 0 0 0 0 0
5:15 0 0 0 0 0 5:15 0 0 0 0 0
5:30 0 0 0 0 0 5:30 0 0 0 0 0
5:45 0 0 0 0 0 5:45 0 0 0 0 0
6:00 1 0 0 0 1 6:00 0 0 0 0 0
6:15 0 0 0 0 0 6:15 0 0 0 0 0
6:30 6 0 0 0 6 6:30 1 0 0 0 1
6:45 21 1 0 0 22 6:45 3 0 0 0 3
7:00 4 0 0 2 6 7:00 1 0 0 0 1
7:15 0 0 0 0 0 7:15 0 1 0 0 1
7:30 0 0 0 0 0 7:30 1 0 0 0 1
7:45 1 0 0 0 1 7:45 1 0 0 0 1
8:00 2 0 0 0 2 8:00 1 0 0 0 1
8:15 0 0 0 0 0 8:15 0 0 0 0 0
8:30 1 0 0 0 1 8:30 1 0 0 1 2
8:45 5 0 0 0 5 8:45 0 0 0 1 1
9:00 3 0 0 1 4 9:00 0 0 0 0 0
9:15 0 1 0 1 2 9:15 0 1 0 0 1
9:30 2 0 0 0 2 9:30 0 0 0 0 0
9:45 3 0 0 0 3 9:45 1 0 0 0 1
10:00 1 0 0 0 1 10:00 1 0 0 0 1
10:15 1 1 0 1 3 10:15 0 0 0 1 1
10:30 0 0 0 0 0 10:30 0 0 0 1 1
10:45 0 0 0 0 0 10:45 2 2 0 1 5
11:00 0 0 0 0 0 11:00 2 0 0 0 2
11:15 0 0 0 0 0 11:15 2 0 0 0 2
11:30 4 0 0 0 4 11:30 6 0 0 0 6
11:45 5 0 0 0 5 11:45 0 0 0 0 0
Exiting
Fullerton
2362 Kimberly Ave - TOTAL
Thursday, August 8, 2024
Classified Driveway Count
Entering
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
City:
Location:
Date:
Count Type:
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Pass
Veh
Large
2 Axle 3 Axle 4+ Axle Total
Exiting
Fullerton
2362 Kimberly Ave - TOTAL
Thursday, August 8, 2024
Classified Driveway Count
Entering
12:00 2 0 0 2 4 12:00 1 0 0 0 1
12:15 1 0 0 0 1 12:15 4 1 0 1 6
12:30 5 0 0 0 5 12:30 3 0 0 1 4
12:45 1 0 0 0 1 12:45 1 0 0 0 1
13:00 3 1 0 0 4 13:00 0 0 0 0 0
13:15 1 0 0 1 2 13:15 0 0 0 0 0
13:30 0 0 0 0 0 13:30 1 0 0 0 1
13:45 0 0 0 0 0 13:45 0 0 0 0 0
14:00 3 1 0 0 4 14:00 1 0 0 1 2
14:15 0 1 0 0 1 14:15 0 1 0 0 1
14:30 0 0 0 0 0 14:30 0 0 0 0 0
14:45 0 1 0 0 1 14:45 1 0 0 0 1
15:00 1 0 0 0 1 15:00 3 2 0 0 5
15:15 0 0 0 0 0 15:15 1 0 0 0 1
15:30 0 0 0 0 0 15:30 1 0 0 0 1
15:45 1 0 0 3 4 15:45 0 0 0 0 0
16:00 1 0 0 0 1 16:00 15 0 0 2 17
16:15 5 0 0 0 5 16:15 6 0 0 1 7
16:30 1 0 0 0 1 16:30 4 0 0 0 4
16:45 0 0 0 0 0 16:45 1 0 0 0 1
17:00 0 0 0 0 0 17:00 1 0 0 0 1
17:15 2 0 0 1 3 17:15 1 0 0 0 1
17:30 0 0 0 0 0 17:30 3 0 0 0 3
17:45 2 0 0 0 2 17:45 2 0 0 0 2
18:00 2 0 0 0 2 18:00 14 0 0 0 14
18:15 0 0 0 0 0 18:15 1 0 0 0 1
18:30 0 0 0 0 0 18:30 1 0 0 0 1
18:45 0 0 0 0 0 18:45 0 0 0 0 0
19:00 0 0 0 0 0 19:00 0 0 0 0 0
19:15 0 0 0 0 0 19:15 0 0 0 0 0
19:30 0 0 0 0 0 19:30 0 0 0 0 0
19:45 0 0 0 0 0 19:45 0 0 0 0 0
20:00 0 0 0 0 0 20:00 0 0 0 0 0
20:15 0 0 0 0 0 20:15 0 0 0 0 0
20:30 0 0 0 0 0 20:30 0 0 0 0 0
20:45 0 0 0 0 0 20:45 0 0 0 0 0
21:00 0 0 0 0 0 21:00 0 0 0 0 0
21:15 0 0 0 0 0 21:15 0 0 0 0 0
21:30 1 0 0 0 1 21:30 1 0 0 0 1
21:45 0 0 0 0 0 21:45 0 0 0 0 0
22:00 0 0 0 0 0 22:00 0 0 0 0 0
22:15 0 0 0 0 0 22:15 0 0 0 0 0
22:30 0 0 0 0 0 22:30 0 0 0 0 0
22:45 0 0 0 0 0 22:45 0 0 0 0 0
23:00 0 0 0 0 0 23:00 0 0 0 0 0
23:15 0 0 0 0 0 23:15 0 0 0 0 0
23:30 0 0 0 0 0 23:30 0 0 0 0 0
23:45 0 0 0 0 0 23:45 0 0 0 0 0
TOTAL 93 7 0 12 112 90 8 0 11 109
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
DATE: August 27, 2024
TO: Nicole Morse, T&B Planning, Inc.
FROM: Alex So, Urban Crossroads, Inc.
JOB NO: 15724-02 VMT
534 STRUCK AVENUE VEHICLE MILES TRAVELED (VMT) SCREENING
EVALUATION
Urban Crossroads, Inc. has completed the following Vehicle Miles Traveled (VMT) Screening Evaluation for the 534 Struck Avenue (Project), which is located at 534 Struck Avenue in the City of Orange.
PROJECT OVERVIEW
The site was formerly occupied by Nursery Supplies, Inc, a manufacturer of plastic nursery planting pots within an existing 40,000 square foot concrete tilt-up building. The Project was recently approved to redevelop the site with a 57,900 square foot truck terminal building (consisting of 52,900 square feet of warehousing space and 5,000 square feet of office use) with 84 dock doors (in a cross-dock configuration) (Approved Project).
However, the Project is considering redeveloping the site with a 215,406 square foot warehouse building with 27 dock-high doors along the eastern side of the building (square footage includes 14,000 SF of office space with 3,500 square foot mezzanines within a primary and secondary office location). A preliminary site plan for the Project is shown in Attachment A.
BACKGROUND
The California Environmental Quality Act (CEQA) requires all lead agencies to adopt VMT as the measure for identifying transportation impacts for land use projects.
To comply with CEQA, the City of Orange has prepared their City of Orange Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (City Guidelines) (1). The VMT analysis presented in this report has been developed based on the adopted City Guidelines.
VMT SCREENING
The City’s Guidelines list standardized screening methods for project level VMT analysis that can be used to identify when a proposed land use development Nicole Morse, T&B Planning, Inc.
August 27, 2024
15724-02 VMT
project is anticipated to result in a less than significant impact thereby eliminating the need to conduct a full VMT analysis. The City has chosen to utilize the North Orange County Collaborative VMT Traffic Study Screening Tool (NOCC+ Screening Tool) that identifies VMT screening criteria for a project based on the type of land use and its location within the City. The Screening Tool is based on the screening criteria described in the adopted City Guidelines. The City of Orange VMT screening steps, as described within the City Guidelines, are listed below:
• Step 1: Transit Priority Area (TPA) Screening
• Step 2: Low VMT Area Screening
• Step 3: Project Type Screening
A land use project needs only to meet one of the above screening thresholds to result in a less than significant impact.
STEP 1: TPA SCREENING
Consistent with guidance identified in the City Guidelines, projects located within a Transit Priority Area (TPA) (i.e., within ½ mile of an existing “major transit stop”1 or an existing stop along a “highquality transit corridor”2 ) may be presumed to have a less than significant impact absent substantial evidence to the contrary. However, the presumption may not be appropriate if a project:
• Has a Floor Area Ratio (FAR) of less than 0.75;
• Includes more parking for use by residents, customers, or employees of the project than required by the jurisdiction (if the jurisdiction requires the project to supply parking);
• Is inconsistent with the applicable Sustainable Communities Strategy (as determined by the lead agency, with input from the Metropolitan Planning Organization); or • Replaces affordable residential units with a smaller number of moderate- or highincome residential units.
The Project does not meet the secondary criteria of having a FAR of 0.75 or higher. The Project’s proximity to a TPA area cannot be considered.
TPA screening step is not met.
STEP 2: LOW VMT AREA SCREENING
Consistent with the City Guidelines, “Residential and office projects located within a low VMT generating area may be presumed to have a less than significant impact absent substantial evidence to the contrary. In addition, other employment related uses and mixed-use land use 1 Pub. Resources Code, § 21064.3 (“‘Major transit stop’ means a site containing an existing rail transit station, a ferry terminal served by either a bus or rail transit service, or the intersection of two or more major bus routes with a frequency of service interval of 15 minutes or less during the morning and afternoon peak commute periods.”).
2 Pub. Resources Code, § 21155 (“For purposes of this section, a high-quality transit corridor means a corridor with fixed route bus service with service intervals no longer than 15 minutes during peak commute hours.”).
Nicole Morse, T&B Planning, Inc.
August 27, 2024
15724-02 VMT
projects may qualify for the use of screening if the project can reasonably be expected to generate VMT per resident, per worker, or per service population that is similar to the existing land uses in the low VMT area.” 3
VMT performance for the traffic analysis zones (TAZ) containing the Project was collected using the Orange County Transportation Analysis Model (OCTAM). The TAZ containing the Project (i.e., OCTAM TAZ #457) has an existing VMT per service population of
24.85 VMT per service population (See Attachment B) and the City’s impact threshold is 31.3 VMT per service population. The Project has not been relocated out of OCTAM TAZ #457 and remains is located in a TAZ that generates VMT below the City’s VMT impact threshold.
Low VMT Area screening step is met.
STEP 3: PROJECT TYPE SCREENING
The City Guidelines provides a list of project types that are presumed to have a less than significant impact absent substantial evidence to the contrary. A brief list of these project types includes:
• Local serving essential services (i.e., public schools, parks, day care centers, etc.) • Local serving retail (less than 50,000 square feet)
• Local serving hotels
• Assisted living facilities
• Community institutions (i.e., public libraries, fire stations, local government) • Projects that generate less than 110 daily vehicle trips The Project does not intend to develop any of the above outlined local serving uses and is estimated to generate daily vehicle trips that would exceed the 110 daily trip threshold. However, it should be noted that the trip generation results in a net reduction of 24 daily trips as compared to the Approved Project (See Attachment C).
Project Type screening step is not met.
CONCLUSION
Based on our review of applicable VMT screening thresholds, the Project meets the Low VMT Area screening criteria and would therefore be presumed to result in a less than significant VMT impact; no additional VMT analysis is required.
If you have any questions, please contact me directly at [email protected].
3 City Guidelines; Page 13
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REFERENCES
1. City of Orange. City of Orange Traffic Impact Analysis Guidelines and Vehicle Miles Traveled and Level of Service Assessment. 2020.
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ATTACHMENT A
PRELIMINARY SITE PLAN
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ATTACHMENT B
OCTAM MODEL OUTPUT
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TABLE B-1: OCTAM 2016 TAZ OUTPUT
Zone ID 457
Time Period Daily
Home-Based VMT (PA) 13862.95917
Home-Based Work VMT (PA) 49899.21306
Other VMT (PA) 29915.733
Total VMT (OD) 98866.63597
Home-Based VMT (OD) 14630.81539
Home-Based Work VMT (OD) 52663.08337
Other VMT (OD) 31572.73721
Total Intrazonal VMT (OD) 179.2590422
Total Vehicle Trips 13090.13715
Total Intrazonal Trips 357.9352231
Average Trip Length 7.751006267
Population 1998
Employment 1980
Enrollment 0
Service Population 3978
HBVMT_per_Pop (PA) 6.938418001
HBWVMT_per_Emp (PA) 25.20162276
TOTVMT_per_SerPop (OD) 24.85335243
HBVMT_per_Pop (OD) 7.322730424
HBWVMT_per_Emp (OD) 26.59751685
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ATTACHMENT C
TRIP GENERATION SUMMARY
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TABLE C-1: APPROVED PROJECT TRIP GENERATION SUMMARY
TABLE C-2: PROJECT TRIP GENERATION RATES
TABLE C-3: PROJECT TRIP GENERATION SUMMARY
Land Use Quantity Units1 In Out Total In Out Total Daily Truck Terminal 84 DD
Passenger Cars: 9 6 15 5 5 10 220
2-axle Trucks: 1 1 2 1 1 2 26
3-axle Trucks: 1 1 2 3 1 4 42
4+-axle Trucks: 2 5 7 5 2 7 108
Total Truck Trips (Actual Vehicles): 4 7 11 9 4 13 176
Total Trips (Actual Vehicles)2 13 13 26 14 9 23 396
1 DD = dock doors
2 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
ITE LU AM Peak Hour PM Peak Hour
Land Use1 Units2 Code In Out Total In Out Total
Actual Vehicle Trip Generation Rates
Warehousing3 TSF 150 0.131 0.039 0.170 0.050 0.130 0.180 1.710 Passenger Cars (AM=88.2%, PM=83.3%, Daily=64.9%) 0.120 0.030 0.150 0.034 0.116 0.150 1.110 2-Axle Trucks (AM=1.97%, PM=2.79%, Daily=5.86%) 0.002 0.001 0.003 0.003 0.002 0.005 0.100 3-Axle Trucks (AM=2.44%, PM=3.46%, Daily=7.27%) 0.002 0.002 0.004 0.003 0.003 0.006 0.124 4+-Axle Trucks (AM=7.39%, PM=10.45%, Daily=21.97%) 0.007 0.006 0.013 0.010 0.009 0.019 0.376 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet
3 Truck Mix: South Coast Air Quality Management District’s (SCAQMD) recommended truck mix, by axle type.
Normalized % - Without Cold Storage: 16.7% 2-Axle trucks, 20.7% 3-Axle trucks, 62.6% 4-Axle trucks.
Daily
Land Use Quantity Units1 In Out Total In Out Total Daily Warehousing 215.406 TSF
Passenger Cars: 26 6 32 7 25 32 240
2-axle Trucks: 0 0 0 1 0 1 22
3-axle Trucks: 0 0 0 1 1 2 28
4+-axle Trucks: 2 1 3 2 2 4 82
Total Truck Trips (Actual Vehicles): 2 1 3 4 3 7 132
Project Total Trips (Actual Vehicles)2 28 7 35 11 28 39 372 1 TSF = thousand square feet
2 Total Trips = Passenger Cars + Truck Trips.
AM Peak Hour PM Peak Hour
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TABLE C-4: TRIP GENERATION COMPARISON
Land Use In Out Total In Out Total Daily
Approved Project: Truck Terminal
Passenger Cars: 9 6 15 5 5 10 220
Total Truck Trips (Actual Vehicles): 4 7 11 9 4 13 176
Approved Project Total Trips (see also Table 1) 13 13 26 14 9 23 396 Proposed Project: Warehousing
Passenger Cars: 26 6 32 7 25 32 240
Total Truck Trips (Actual Vehicles): 2 1 3 4 3 7 132
Proposed Project Total Trips (Actual Vehicles) 28 7 35 11 28 39 372 Net Change (Proposed - Approved) 15 -6 9 -3 19 16 -24
AM Peak Hour PM Peak Hour
INPUT
Segment: Struck Road, from N. Bativia Street to Cul de sac (Updated - ITE) AADTT1 ESAL2
22 60,720
28 206,080
82 964,320
0 Total ESALs: 1,231,120
Enter Design Year (10, 20, 30 or 40): 40
Enter the # of lanes in one direction: 1
1 Annual Average Daily Truck Traffic
2 Equivalent Single Axle Load
OUTPUT
Segment:
Design ESALs: 1,231,120 FINAL TI
Traffic index: 9.0 9.0
* Double check the traffic index result as TI's are to be reported in increments of 0.5. (Round UP to be conservative)
Struck Road, from N. Bativia Street to Cul de sac (Updated - ITE)
VEHICLE TYPE
5 or more-axle trucks
4-axle trucks
3-axle trucks/buses
2-axle trucks/buses
Z:\Shared\UcJobs\_15600-16000\_15700\15724\05_Design\TI Calc\Traffic Index Struck 2025.01.21\1