Cities Index.
Agenda packet

Compton City Council
October 18, 2022

Document
Agenda packet
Meeting
October 18, 2022
Body
Compton City Council
Pages
44
Original file
140.5 MB
Text extracted from the city's file for reading and search. Open the original on onbase.comptoncity.org. That file is the official record.

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.3 Site Preparation - 2060
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 13 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.3 Site Preparation - 2060
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Mitigated Construction Off-Site

3.4 Grading - 2083
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 14 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.4 Grading - 2083
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 15 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.4 Grading - 2083
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Mitigated Construction Off-Site

3.5 Building Construction - 2142
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 16 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.5 Building Construction - 2142
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 17 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.5 Building Construction - 2142
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Mitigated Construction Off-Site

3.6 Paving - 2737
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Paving

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 18 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.6 Paving - 2737
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Paving

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 19 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.6 Paving - 2737
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Mitigated Construction Off-Site

3.7 Architectural Coating - 2779
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Archit. Coating

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 20 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.7 Architectural Coating - 2779
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Archit. Coating

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.7 Architectural Coating - 2779
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Mitigated Construction Off-Site

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Mitigated

49.9536

60.5915
497.6777

1.0153
100.7459

0.8767
101.6226

26.8770

0.8168

27.6938

0.0000
94,384.13
37 94,384.13
37 6.8704

4.3690
95,857.84
15 Unmitigated

49.9536

60.5915
497.6777

1.0153
100.7459

0.8767
101.6226

26.8770

0.8168

27.6938

0.0000
94,384.13
37 94,384.13
37 6.8704

4.3690
95,857.84
15 4.2 Trip Summary Information
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Automobile Care Center
1,138.80
1,138.80
570.36
1,416,699
1,416,699
Bank (with Drive-Through)
450.14
389.16
143.82
426,553
426,553
Convenience Market with Gas Pumps
2,203.43
2,203.43
2203.43
1,315,169
1,315,169
Discount Club
3,083.59
3,965.14
2483.84
5,948,538
5,948,538
Elementary School
964.68

0.00 0.00
2,374,751
2,374,751
Elementary School
3,478.27

0.00 0.00
8,562,464
8,562,464
Free-Standing Discount Superstore
329.04
414.97
363.18
655,535
655,535
General Office Building
795.08
180.40

57.14 1,938,824
1,938,824
Government (Civic Center)
26,907.74

0.00 0.00
59,353,300
59,353,300
Government Office Building
8,511.91

0.00 0.00
14,316,824
14,316,824
Hardware/Paint Store

95.24 95.24

95.24 168,092
168,092
High Turnover (Sit Down Restaurant)
2,717.00
2,964.53
3454.74
3,894,632
3,894,632
Industrial Park

11.86 8.94

4.36 41,256
41,256
Industrial Park
299.56
225.78
110.22
1,041,831
1,041,831
Industrial Park
362.31
273.08
133.31
1,260,066
1,260,066
Manufacturing

41.11 67.15

53.24 206,189
206,189
Office Park
470.59

69.72 32.31
1,184,918
1,184,918
Place of Worship

36.49 31.45
145.06
109,364
109,364
Place of Worship
1,121.87
966.91
4460.03
3,362,582
3,362,582
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 23 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

4.3 Trip Type Information
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Racquet Club
237.11
360.82
294.06
536,149
536,149
Regional Shopping Center
11,450.71
13,989.58
6400.26
23,990,074
23,990,074
Single Family Housing
33,663.04
34,019.64
30489.30
113,656,494
113,656,494
Strip Mall
11,767.85
11,162.46
5424.57
20,500,808
20,500,808
Supermarket
285.10
474.25
444.47
441,878
441,878
Unrefrigerated Warehouse-No Rail
340.12
340.12
340.12
1,457,649
1,457,649
Unrefrigerated Warehouse-No Rail

0.84 0.84

0.84 3,579
3,579
Total
110,763.44
73,342.37
57,703.91
268,164,220
268,164,220
Miles
Trip %
Trip Purpose %
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass-by
Automobile Care Center

16.60 8.40

6.90 33.00

48.00 19.00
21 51
28 Bank (with Drive-Through)

16.60 8.40

6.90 6.60

74.40 19.00
27 26
47 Convenience Market with Gas
Pumps

16.60 8.40

6.90 0.80

80.20 19.00
14 21
65 Discount Club

16.60 8.40

6.90 16.70

64.30 19.00
45 40
15 Elementary School

16.60 8.40

6.90 65.00

30.00 5.00
63 25
12 Elementary School

16.60 8.40

6.90 65.00

30.00 5.00
63 25
12 Free-Standing Discount
Superstore

16.60 8.40

6.90 13.20

67.80 19.00

47.5 35.5
17 General Office Building

16.60 8.40

6.90 33.00

48.00 19.00
77 19
4 Government (Civic Center)

16.60 8.40

6.90 75.00

20.00 5.00
50 34
16 Government Office Building

16.60 8.40

6.90 33.00

62.00 5.00
50 34
16 Hardware/Paint Store

16.60 8.40

6.90 13.60

67.40 19.00
45 29
26 High Turnover (Sit Down
Restaurant)

16.60 8.40

6.90 8.50

72.50 19.00
37 20
43 Industrial Park

16.60 8.40

6.90 59.00

28.00 13.00
79 19
2 Industrial Park

16.60 8.40

6.90 59.00

28.00 13.00
79 19
2 Industrial Park

16.60 8.40

6.90 59.00

28.00 13.00
79 19
2 Manufacturing

16.60 8.40

6.90 59.00

28.00 13.00
92 5
3 Office Park

16.60 8.40

6.90 33.00

48.00 19.00
82 15
3 Place of Worship

16.60 8.40

6.90 0.00

95.00 5.00
64 25
11 Place of Worship

16.60 8.40

6.90 0.00

95.00 5.00
64 25
11 Racquet Club

16.60 8.40

6.90 11.50

69.50 19.00
52 39
9 Regional Shopping Center

16.60 8.40

6.90 16.30

64.70 19.00
54 35
11 CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Miles
Trip %
Trip Purpose %
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass-by
Single Family Housing

14.70 5.90

8.70 40.20

19.20 40.60
86 11
3 Strip Mall

16.60 8.40

6.90 16.60

64.40 19.00
45 40
15 Supermarket

16.60 8.40

6.90 6.50

74.50 19.00
34 30
36 Unrefrigerated Warehouse-No
Rail

16.60 8.40

6.90 59.00

0.00 41.00
92 5
3 Unrefrigerated Warehouse-No
Rail

16.60 8.40

6.90 59.00

0.00 41.00
92 5
3 4.4 Fleet Mix
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Automobile Care Center

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Bank (with Drive-Through)

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Convenience Market with Gas
Pumps

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Discount Club

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Elementary School

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Free-Standing Discount
Superstore

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
General Office Building

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Government (Civic Center)

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Government Office Building

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Hardware/Paint Store

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
High Turnover (Sit Down
Restaurant)

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Industrial Park

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Manufacturing

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Office Park

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Place of Worship

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Racquet Club

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Regional Shopping Center

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Single Family Housing

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Strip Mall

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Supermarket

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397
Unrefrigerated Warehouse-No
Rail

0.546774

0.061880

0.186704

0.127505

0.022909

0.005912

0.010702

0.008032

0.000940

0.000617

0.023937

0.000692

0.003397

5.0 Energy Detail
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Electricity
Mitigated

0.0000

0.0000

0.0000

0.0000

0.0000
10,825.24
95 10,825.24
95 0.9137

0.1108
10,881.09
51 Electricity
Unmitigated

0.0000

0.0000

0.0000

0.0000

0.0000
10,825.24
95 10,825.24
95 0.9137

0.1108
10,881.09
51 NaturalGas
Mitigated

0.6437

5.5862

2.9649

0.0351

0.4448

0.4448

0.4448

0.4448

0.0000
6,370.824
1 6,370.824
1 0.1221

0.1168
6,408.682
7 NaturalGas
Unmitigated

0.6437

5.5862

2.9649

0.0351

0.4448

0.4448

0.4448

0.4448

0.0000
6,370.824
1 6,370.824
1 0.1221

0.1168
6,408.682
7 5.2 Energy by Land Use - NaturalGas
Unmitigated

5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 26 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
tons/yr
MT/yr
Automobile Care
Center
862224

4.6500e-
003

0.0423

0.0355

2.5000e-
004

3.2100e-
003

3.2100e-
003

3.2100e-
003

3.2100e-
003

0.0000

46.0115

46.0115

8.8000e-
004

8.4000e-
004

46.2850
Bank (with Drive-
Through)
80820

4.4000e-
004

3.9600e-
003

3.3300e-
003

2.0000e-
005

3.0000e-
004

3.0000e-
004

3.0000e-
004

3.0000e-
004

0.0000

4.3129

4.3129

8.0000e-
005

8.0000e-
005

4.3385
Convenience
Market with Gas
Pumps
5753.9

3.0000e-
005

2.8000e-
004

2.4000e-
004

0.0000

2.0000e-
005

2.0000e-
005

2.0000e-
005

2.0000e-
005

0.0000

0.3071

0.3071

1.0000e-
005

1.0000e-
005

0.3089
Discount Club
120248

6.5000e-
004

5.8900e-
003

4.9500e-
003

4.0000e-
005

4.5000e-
004

4.5000e-
004

4.5000e-
004

4.5000e-
004

0.0000

6.4169

6.4169

1.2000e-
004

1.2000e-
004

6.4550
Elementary
School

1.83718e
+006

9.9100e-
003

0.0901

0.0757

5.4000e-
004

6.8400e-
003

6.8400e-
003

6.8400e-
003

6.8400e-
003

0.0000

98.0389

98.0389

1.8800e-
003

1.8000e-
003

98.6215
Elementary
School
509520

2.7500e-
003

0.0250

0.0210

1.5000e-
004

1.9000e-
003

1.9000e-
003

1.9000e-
003

1.9000e-
003

0.0000

27.1899

27.1899

5.2000e-
004

5.0000e-
004

27.3515
Free-Standing
Discount
Superstore
10577.1

6.0000e-
005

5.2000e-
004

4.4000e-
004

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0000

0.5644

0.5644

1.0000e-
005

1.0000e-
005

0.5678
General Office
Building
841585

4.5400e-
003

0.0413

0.0347

2.5000e-
004

3.1400e-
003

3.1400e-
003

3.1400e-
003

3.1400e-
003

0.0000

44.9102

44.9102

8.6000e-
004

8.2000e-
004

45.1770
Government
(Civic Center)

8.16415e
+006

0.0440

0.4002

0.3362

2.4000e-
003

0.0304

0.0304

0.0304

0.0304

0.0000
435.6701
435.6701

8.3500e-
003

7.9900e-
003
438.2590
Government
Office Building

3.88481e
+006

0.0210

0.1904

0.1600

1.1400e-
003

0.0145

0.0145

0.0145

0.0145

0.0000
207.3082
207.3082

3.9700e-
003

3.8000e-
003
208.5401
Hardware/Paint
Store
16984.6

9.0000e-
005

8.3000e-
004

7.0000e-
004

0.0000

6.0000e-
005

6.0000e-
005

6.0000e-
005

6.0000e-
005

0.0000

0.9064

0.9064

2.0000e-
005

2.0000e-
005

0.9118
High Turnover (Sit
Down Restaurant)

5.57882e
+006

0.0301

0.2735

0.2297

1.6400e-
003

0.0208

0.0208

0.0208

0.0208

0.0000
297.7072
297.7072

5.7100e-
003

5.4600e-
003
299.4764
Industrial Park

1.10845e
+006

5.9800e-
003

0.0543

0.0456

3.3000e-
004

4.1300e-
003

4.1300e-
003

4.1300e-
003

4.1300e-
003

0.0000

59.1510

59.1510

1.1300e-
003

1.0800e-
003

59.5026
Industrial Park
36311.8

2.0000e-
004

1.7800e-
003

1.5000e-
003

1.0000e-
005

1.4000e-
004

1.4000e-
004

1.4000e-
004

1.4000e-
004

0.0000

1.9377

1.9377

4.0000e-
005

4.0000e-
005

1.9493
Industrial Park
916446

4.9400e-
003

0.0449

0.0377

2.7000e-
004

3.4100e-
003

3.4100e-
003

3.4100e-
003

3.4100e-
003

0.0000

48.9050

48.9050

9.4000e-
004

9.0000e-
004

49.1956
Manufacturing
187844

1.0100e-
003

9.2100e-
003

7.7300e-
003

6.0000e-
005

7.0000e-
004

7.0000e-
004

7.0000e-
004

7.0000e-
004

0.0000

10.0241

10.0241

1.9000e-
004

1.8000e-
004

10.0836
Office Park
411903

2.2200e-
003

0.0202

0.0170

1.2000e-
004

1.5300e-
003

1.5300e-
003

1.5300e-
003

1.5300e-
003

0.0000

21.9807

21.9807

4.2000e-
004

4.0000e-
004

22.1113
Place of Worship
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Place of Worship

2.89909e
+006

0.0156

0.1421

0.1194

8.5000e-
004

0.0108

0.0108

0.0108

0.0108

0.0000
154.7062
154.7062

2.9700e-
003

2.8400e-
003
155.6256
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 27 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
tons/yr
MT/yr
Racquet Club
303524

1.6400e-
003

0.0149

0.0125

9.0000e-
005

1.1300e-
003

1.1300e-
003

1.1300e-
003

1.1300e-
003

0.0000

16.1972

16.1972

3.1000e-
004

3.0000e-
004

16.2935
Regional
Shopping Center
494425

2.6700e-
003

0.0242

0.0204

1.5000e-
004

1.8400e-
003

1.8400e-
003

1.8400e-
003

1.8400e-
003

0.0000

26.3844

26.3844

5.1000e-
004

4.8000e-
004

26.5412
Single Family
Housing

9.04541e
+007

0.4877

4.1680

1.7736

0.0266

0.3370

0.3370

0.3370

0.3370

0.0000
4,826.976
4 4,826.976
4 0.0925

0.0885
4,855.660
7 Strip Mall
432794

2.3300e-
003

0.0212

0.0178

1.3000e-
004

1.6100e-
003

1.6100e-
003

1.6100e-
003

1.6100e-
003

0.0000

23.0956

23.0956

4.4000e-
004

4.2000e-
004

23.2328
Supermarket
58642.6

3.2000e-
004

2.8700e-
003

2.4100e-
003

2.0000e-
005

2.2000e-
004

2.2000e-
004

2.2000e-
004

2.2000e-
004

0.0000

3.1294

3.1294

6.0000e-
005

6.0000e-
005

3.1480
Unrefrigerated
Warehouse-No
Rail
168105

9.1000e-
004

8.2400e-
003

6.9200e-
003

5.0000e-
005

6.3000e-
004

6.3000e-
004

6.3000e-
004

6.3000e-
004

0.0000

8.9707

8.9707

1.7000e-
004

1.6000e-
004

9.0240
Unrefrigerated
Warehouse-No
Rail
412.8

0.0000

2.0000e-
005

2.0000e-
005

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0220

0.0220

0.0000

0.0000

0.0222
Total

0.6438

5.5861

2.9649

0.0351

0.4448

0.4448

0.4448

0.4448

0.0000
6,370.824
1 6,370.824
1 0.1221

0.1168
6,408.682
7 5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
tons/yr
MT/yr
Automobile Care
Center
862224

4.6500e-
003

0.0423

0.0355

2.5000e-
004

3.2100e-
003

3.2100e-
003

3.2100e-
003

3.2100e-
003

0.0000

46.0115

46.0115

8.8000e-
004

8.4000e-
004

46.2850
Bank (with Drive-
Through)
80820

4.4000e-
004

3.9600e-
003

3.3300e-
003

2.0000e-
005

3.0000e-
004

3.0000e-
004

3.0000e-
004

3.0000e-
004

0.0000

4.3129

4.3129

8.0000e-
005

8.0000e-
005

4.3385
Convenience
Market with Gas
Pumps
5753.9

3.0000e-
005

2.8000e-
004

2.4000e-
004

0.0000

2.0000e-
005

2.0000e-
005

2.0000e-
005

2.0000e-
005

0.0000

0.3071

0.3071

1.0000e-
005

1.0000e-
005

0.3089
Discount Club
120248

6.5000e-
004

5.8900e-
003

4.9500e-
003

4.0000e-
005

4.5000e-
004

4.5000e-
004

4.5000e-
004

4.5000e-
004

0.0000

6.4169

6.4169

1.2000e-
004

1.2000e-
004

6.4550
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 28 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
tons/yr
MT/yr
Elementary
School

1.83718e
+006

9.9100e-
003

0.0901

0.0757

5.4000e-
004

6.8400e-
003

6.8400e-
003

6.8400e-
003

6.8400e-
003

0.0000

98.0389

98.0389

1.8800e-
003

1.8000e-
003

98.6215
Elementary
School
509520

2.7500e-
003

0.0250

0.0210

1.5000e-
004

1.9000e-
003

1.9000e-
003

1.9000e-
003

1.9000e-
003

0.0000

27.1899

27.1899

5.2000e-
004

5.0000e-
004

27.3515
Free-Standing
Discount
Superstore
10577.1

6.0000e-
005

5.2000e-
004

4.4000e-
004

0.0000

4.0000e-
005

4.0000e-
005

4.0000e-
005

4.0000e-
005

0.0000

0.5644

0.5644

1.0000e-
005

1.0000e-
005

0.5678
General Office
Building
841585

4.5400e-
003

0.0413

0.0347

2.5000e-
004

3.1400e-
003

3.1400e-
003

3.1400e-
003

3.1400e-
003

0.0000

44.9102

44.9102

8.6000e-
004

8.2000e-
004

45.1770
Government
(Civic Center)

8.16415e
+006

0.0440

0.4002

0.3362

2.4000e-
003

0.0304

0.0304

0.0304

0.0304

0.0000
435.6701
435.6701

8.3500e-
003

7.9900e-
003
438.2590
Government
Office Building

3.88481e
+006

0.0210

0.1904

0.1600

1.1400e-
003

0.0145

0.0145

0.0145

0.0145

0.0000
207.3082
207.3082

3.9700e-
003

3.8000e-
003
208.5401
Hardware/Paint
Store
16984.6

9.0000e-
005

8.3000e-
004

7.0000e-
004

0.0000

6.0000e-
005

6.0000e-
005

6.0000e-
005

6.0000e-
005

0.0000

0.9064

0.9064

2.0000e-
005

2.0000e-
005

0.9118
High Turnover (Sit
Down Restaurant)

5.57882e
+006

0.0301

0.2735

0.2297

1.6400e-
003

0.0208

0.0208

0.0208

0.0208

0.0000
297.7072
297.7072

5.7100e-
003

5.4600e-
003
299.4764
Industrial Park

1.10845e
+006

5.9800e-
003

0.0543

0.0456

3.3000e-
004

4.1300e-
003

4.1300e-
003

4.1300e-
003

4.1300e-
003

0.0000

59.1510

59.1510

1.1300e-
003

1.0800e-
003

59.5026
Industrial Park
36311.8

2.0000e-
004

1.7800e-
003

1.5000e-
003

1.0000e-
005

1.4000e-
004

1.4000e-
004

1.4000e-
004

1.4000e-
004

0.0000

1.9377

1.9377

4.0000e-
005

4.0000e-
005

1.9493
Industrial Park
916446

4.9400e-
003

0.0449

0.0377

2.7000e-
004

3.4100e-
003

3.4100e-
003

3.4100e-
003

3.4100e-
003

0.0000

48.9050

48.9050

9.4000e-
004

9.0000e-
004

49.1956
Manufacturing
187844

1.0100e-
003

9.2100e-
003

7.7300e-
003

6.0000e-
005

7.0000e-
004

7.0000e-
004

7.0000e-
004

7.0000e-
004

0.0000

10.0241

10.0241

1.9000e-
004

1.8000e-
004

10.0836
Office Park
411903

2.2200e-
003

0.0202

0.0170

1.2000e-
004

1.5300e-
003

1.5300e-
003

1.5300e-
003

1.5300e-
003

0.0000

21.9807

21.9807

4.2000e-
004

4.0000e-
004

22.1113
Place of Worship
0 0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Place of Worship

2.89909e
+006

0.0156

0.1421

0.1194

8.5000e-
004

0.0108

0.0108

0.0108

0.0108

0.0000
154.7062
154.7062

2.9700e-
003

2.8400e-
003
155.6256
Racquet Club
303524

1.6400e-
003

0.0149

0.0125

9.0000e-
005

1.1300e-
003

1.1300e-
003

1.1300e-
003

1.1300e-
003

0.0000

16.1972

16.1972

3.1000e-
004

3.0000e-
004

16.2935
Regional
Shopping Center
494425

2.6700e-
003

0.0242

0.0204

1.5000e-
004

1.8400e-
003

1.8400e-
003

1.8400e-
003

1.8400e-
003

0.0000

26.3844

26.3844

5.1000e-
004

4.8000e-
004

26.5412
Single Family
Housing

9.04541e
+007

0.4877

4.1680

1.7736

0.0266

0.3370

0.3370

0.3370

0.3370

0.0000
4,826.976
4 4,826.976
4 0.0925

0.0885
4,855.660
7 Strip Mall
432794

2.3300e-
003

0.0212

0.0178

1.3000e-
004

1.6100e-
003

1.6100e-
003

1.6100e-
003

1.6100e-
003

0.0000

23.0956

23.0956

4.4000e-
004

4.2000e-
004

23.2328
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 29 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
tons/yr
MT/yr
Supermarket
58642.6

3.2000e-
004

2.8700e-
003

2.4100e-
003

2.0000e-
005

2.2000e-
004

2.2000e-
004

2.2000e-
004

2.2000e-
004

0.0000

3.1294

3.1294

6.0000e-
005

6.0000e-
005

3.1480
Unrefrigerated
Warehouse-No
Rail
168105

9.1000e-
004

8.2400e-
003

6.9200e-
003

5.0000e-
005

6.3000e-
004

6.3000e-
004

6.3000e-
004

6.3000e-
004

0.0000

8.9707

8.9707

1.7000e-
004

1.6000e-
004

9.0240
Unrefrigerated
Warehouse-No
Rail
412.8

0.0000

2.0000e-
005

2.0000e-
005

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0220

0.0220

0.0000

0.0000

0.0222
Total

0.6438

5.5861

2.9649

0.0351

0.4448

0.4448

0.4448

0.4448

0.0000
6,370.824
1 6,370.824
1 0.1221

0.1168
6,408.682
7 5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Automobile Care
Center
521367

92.4621

7.8000e-
003

9.5000e-
004

92.9391
Bank (with Drive-
Through)
48870

8.6669

7.3000e-
004

9.0000e-
005

8.7116
Convenience
Market with Gas
Pumps
46137.1

8.1822

6.9000e-
004

8.0000e-
005

8.2244
Discount Club
964200
170.9966

0.0144

1.7500e-
003
171.8787
Elementary
School

1.02283e
+006
181.3950

0.0153

1.8600e-
003
182.3308
Elementary
School
283671

50.3078

4.2500e-
003

5.1000e-
004

50.5673
Free-Standing
Discount
Superstore
84811.2

15.0409

1.2700e-
003

1.5000e-
004

15.1185
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 30 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
General Office
Building

1.02035e
+006
180.9545

0.0153

1.8500e-
003
181.8880
Government
(Civic Center)

9.89834e
+006
1,755.426
1 0.1482

0.0180
1,764.482
0 Government
Office Building

4.71e
+006
835.2975

0.0705

8.5500e-
003
839.6067
Hardware/Paint
Store
136189

24.1526

2.0400e-
003

2.5000e-
004

24.2772
High Turnover (Sit
Down Restaurant)

1.04804e
+006
185.8657

0.0157

1.9000e-
003
186.8246
Industrial Park

1.11111e
+006
197.0509

0.0166

2.0200e-
003
198.0674
Industrial Park

1.3439e
+006
238.3347

0.0201

2.4400e-
003
239.5642
Industrial Park
44025

7.8076

6.6000e-
004

8.0000e-
005

7.8479
Manufacturing
113585

20.1438

1.7000e-
003

2.1000e-
004

20.2477
Office Park
575558
102.0727

8.6200e-
003

1.0400e-
003
102.5993
Place of Worship
0 0.0000

0.0000

0.0000

0.0000
Place of Worship

1.75301e
+006
310.8886

0.0262

3.1800e-
003
312.4924
Racquet Club
183534

32.5489

2.7500e-
003

3.3000e-
004

32.7169
Regional
Shopping Center

3.9645e
+006
703.0859

0.0593

7.1900e-
003
706.7130
Single Family
Housing

2.78473e
+007
4,938.585
8 0.4168

0.0505
4,964.063
2 Strip Mall

3.47032e
+006
615.4458

0.0520

6.3000e-
003
618.6208
Supermarket
98342.5

17.4406

1.4700e-
003

1.8000e-
004

17.5306
Unrefrigerated
Warehouse-No
Rail
1838.4

0.3260

3.0000e-
005

0.0000

0.3277
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 31 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Unrefrigerated
Warehouse-No
Rail
748654
132.7704

0.0112

1.3600e-
003
133.4554
Total
10,825.24
95 0.9137

0.1108
10,881.09
51 5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Automobile Care
Center
521367

92.4621

7.8000e-
003

9.5000e-
004

92.9391
Bank (with Drive-
Through)
48870

8.6669

7.3000e-
004

9.0000e-
005

8.7116
Convenience
Market with Gas
Pumps
46137.1

8.1822

6.9000e-
004

8.0000e-
005

8.2244
Discount Club
964200
170.9966

0.0144

1.7500e-
003
171.8787
Elementary
School

1.02283e
+006
181.3950

0.0153

1.8600e-
003
182.3308
Elementary
School
283671

50.3078

4.2500e-
003

5.1000e-
004

50.5673
Free-Standing
Discount
Superstore
84811.2

15.0409

1.2700e-
003

1.5000e-
004

15.1185
General Office
Building

1.02035e
+006
180.9545

0.0153

1.8500e-
003
181.8880
Government
(Civic Center)

9.89834e
+006
1,755.426
1 0.1482

0.0180
1,764.482
0 Government
Office Building

4.71e
+006
835.2975

0.0705

8.5500e-
003
839.6067
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

Page 32 of 44 ends

Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Hardware/Paint
Store
136189

24.1526

2.0400e-
003

2.5000e-
004

24.2772
High Turnover (Sit
Down Restaurant)

1.04804e
+006
185.8657

0.0157

1.9000e-
003
186.8246
Industrial Park

1.11111e
+006
197.0509

0.0166

2.0200e-
003
198.0674
Industrial Park

1.3439e
+006
238.3347

0.0201

2.4400e-
003
239.5642
Industrial Park
44025

7.8076

6.6000e-
004

8.0000e-
005

7.8479
Manufacturing
113585

20.1438

1.7000e-
003

2.1000e-
004

20.2477
Office Park
575558
102.0727

8.6200e-
003

1.0400e-
003
102.5993
Place of Worship
0 0.0000

0.0000

0.0000

0.0000
Place of Worship

1.75301e
+006
310.8886

0.0262

3.1800e-
003
312.4924
Racquet Club
183534

32.5489

2.7500e-
003

3.3000e-
004

32.7169
Regional
Shopping Center

3.9645e
+006
703.0859

0.0593

7.1900e-
003
706.7130
Single Family
Housing

2.78473e
+007
4,938.585
8 0.4168

0.0505
4,964.063
2 Strip Mall

3.47032e
+006
615.4458

0.0520

6.3000e-
003
618.6208
Supermarket
98342.5

17.4406

1.4700e-
003

1.8000e-
004

17.5306
Unrefrigerated
Warehouse-No
Rail
1838.4

0.3260

3.0000e-
005

0.0000

0.3277
Unrefrigerated
Warehouse-No
Rail
748654
132.7704

0.0112

1.3600e-
003
133.4554
Total
10,825.24
95 0.9137

0.1108
10,881.09
51 CalEEMod Version: CalEEMod.2020.4.0
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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

No Hearths Installed

6.1 Mitigation Measures Area

6.0 Area Detail
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Mitigated

25.4489

0.4249

36.8510

1.9400e-
003

0.2035

0.2035

0.2035

0.2035

0.0000

60.1421

60.1421

0.0581

0.0000

61.5956
Unmitigated

37.1291

1.3498

59.5197

0.0598

3.6086

3.6086

3.6086

3.6086
378.7772
788.0217
1,166.798
9 1.1877

0.0257
1,204.153
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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
tons/yr
MT/yr
Architectural
Coating

2.3337

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Consumer
Products

21.9998

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Hearth

11.6803

0.9249

22.6687

0.0578

3.4050

3.4050

3.4050

3.4050
378.7772
727.8797
1,106.656
9 1.1296

0.0257
1,142.557
7 Landscaping

1.1153

0.4249

36.8510

1.9400e-
003

0.2035

0.2035

0.2035

0.2035

0.0000

60.1421

60.1421

0.0581

0.0000

61.5956
Total

37.1291

1.3498

59.5197

0.0598

3.6086

3.6086

3.6086

3.6086
378.7772
788.0217
1,166.798
9 1.1877

0.0257
1,204.153
3 Unmitigated
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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

7.1 Mitigation Measures Water

7.0 Water Detail

6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
tons/yr
MT/yr
Architectural
Coating

2.3337

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Consumer
Products

21.9998

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Hearth

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Landscaping

1.1153

0.4249

36.8510

1.9400e-
003

0.2035

0.2035

0.2035

0.2035

0.0000

60.1421

60.1421

0.0581

0.0000

61.5956
Total

25.4489

0.4249

36.8510

1.9400e-
003

0.2035

0.2035

0.2035

0.2035

0.0000

60.1421

60.1421

0.0581

0.0000

61.5956
Mitigated
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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Total CO2
CH4
N2O
CO2e
Category
MT/yr
Mitigated
2,431.233
8 21.5203

0.5265
3,126.124
8 Unmitigated
2,431.233
8 21.5203

0.5265
3,126.124
8 7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Automobile Care
Center

4.51683 /

2.76838

17.3179

0.1485

3.6400e-
003

22.1150
Bank (with Drive-
Through)

0.178303 /

0.109283

0.6836

5.8600e-
003

1.4000e-
004

0.8730
Convenience
Market with Gas
Pumps

0.261476 /

0.160259

1.0025

8.6000e-
003

2.1000e-
004

1.2802
Discount Club

5.46433 /

3.34911

20.9507

0.1797

4.4000e-
003

26.7541
Elementary
School

6.59999 /

16.9714

50.7736

0.2192

5.5800e-
003

57.9145
Free-Standing
Discount
Superstore

0.480731 /

0.294641

1.8432

0.0158

3.9000e-
004

2.3537
General Office
Building

14.5084 /

8.89225

55.6264

0.4771

0.0117

71.0350
Unmitigated
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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Government
(Civic Center)
157.313 /

96.4174
603.1491

5.1727

0.1267
770.2230
Government
Office Building

74.855 /

45.8789
286.9999

2.4614

0.0603
366.4996
Hardware/Paint
Store

0.771836 /

0.473061

2.9593

0.0254

6.2000e-
004

3.7790
High Turnover (Sit
Down Restaurant)

7.35159 /

0.46925

20.2333

0.2411

5.8400e-
003

28.0000
Industrial Park

46.2315 /
0 121.4257

1.5155

0.0367
170.2378
Manufacturing

2.41887 /
0 6.3531

0.0793

1.9200e-
003

8.9070
Office Park

7.55546 /

4.63077

28.9682

0.2484

6.0900e-
003

36.9925
Place of Worship

5.05066 /

7.89974

28.8303

0.1669

4.1600e-
003

34.2432
Racquet Club

0.999519 /

0.612609

3.8322

0.0329

8.0000e-
004

4.8938
Regional
Shopping Center

22.4684 /

13.771

86.1457

0.7388

0.0181
110.0083
Single Family
Housing
232.339 /
146.475
898.8327

7.6404

0.1872
1,145.630
0 Strip Mall

19.6677 /

12.0544

75.4077

0.6467

0.0158

96.2958
Supermarket

0.329126 /

0.0101792

0.8845

0.0108

2.6000e-
004

1.2321
Unrefrigerated
Warehouse-No
Rail

45.3134 /
0 119.0144

1.4854

0.0359
166.8572
Total
2,431.233
8 21.5203

0.5265
3,126.124
8 7.2 Water by Land Use
Mitigated
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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Automobile Care
Center

4.51683 /

2.76838

17.3179

0.1485

3.6400e-
003

22.1150
Bank (with Drive-
Through)

0.178303 /

0.109283

0.6836

5.8600e-
003

1.4000e-
004

0.8730
Convenience
Market with Gas
Pumps

0.261476 /

0.160259

1.0025

8.6000e-
003

2.1000e-
004

1.2802
Discount Club

5.46433 /

3.34911

20.9507

0.1797

4.4000e-
003

26.7541
Elementary
School

6.59999 /

16.9714

50.7736

0.2192

5.5800e-
003

57.9145
Free-Standing
Discount
Superstore

0.480731 /

0.294641

1.8432

0.0158

3.9000e-
004

2.3537
General Office
Building

14.5084 /

8.89225

55.6264

0.4771

0.0117

71.0350
Government
(Civic Center)
157.313 /

96.4174
603.1491

5.1727

0.1267
770.2230
Government
Office Building

74.855 /

45.8789
286.9999

2.4614

0.0603
366.4996
Hardware/Paint
Store

0.771836 /

0.473061

2.9593

0.0254

6.2000e-
004

3.7790
High Turnover (Sit
Down Restaurant)

7.35159 /

0.46925

20.2333

0.2411

5.8400e-
003

28.0000
Industrial Park

46.2315 /
0 121.4257

1.5155

0.0367
170.2378
Manufacturing

2.41887 /
0 6.3531

0.0793

1.9200e-
003

8.9070
Office Park

7.55546 /

4.63077

28.9682

0.2484

6.0900e-
003

36.9925
Place of Worship

5.05066 /

7.89974

28.8303

0.1669

4.1600e-
003

34.2432
Racquet Club

0.999519 /

0.612609

3.8322

0.0329

8.0000e-
004

4.8938
Regional
Shopping Center

22.4684 /

13.771

86.1457

0.7388

0.0181
110.0083
Single Family
Housing
232.339 /
146.475
898.8327

7.6404

0.1872
1,145.630
0 CalEEMod Version: CalEEMod.2020.4.0
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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Strip Mall

19.6677 /

12.0544

75.4077

0.6467

0.0158

96.2958
Supermarket

0.329126 /

0.0101792

0.8845

0.0108

2.6000e-
004

1.2321
Unrefrigerated
Warehouse-No
Rail

45.3134 /
0 119.0144

1.4854

0.0359
166.8572
Total
2,431.233
8 21.5203

0.5265
3,126.124
8 8.1 Mitigation Measures Waste

8.0 Waste Detail
Total CO2
CH4
N2O
CO2e
MT/yr
Mitigated
2,532.921
2 149.6914

0.0000
6,275.205
2 Unmitigated
2,532.921
2 149.6914

0.0000
6,275.205
2 Category/Year

8.2 Waste by Land Use
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Automobile Care
Center
183.4

37.2285

2.2001

0.0000

92.2321
Bank (with Drive-
Through)

4.2 0.8526

0.0504

0.0000

2.1122
Convenience
Market with Gas
Pumps

10.61 2.1537

0.1273

0.0000

5.3358
Discount Club
317.26

64.4009

3.8060

0.0000
159.5505
Elementary
School
295.89

60.0630

3.5496

0.0000
148.8035
Free-Standing
Discount
Superstore

27.91 5.6655

0.3348

0.0000

14.0360
General Office
Building

75.92 15.4111

0.9108

0.0000

38.1803
Government
(Civic Center)
4513.66
916.2322

54.1478

0.0000
2,269.926
5 Government
Office Building
350.42

71.1321

4.2038

0.0000
176.2268
Hardware/Paint
Store
115.55

23.4556

1.3862

0.0000

58.1103
High Turnover (Sit
Down Restaurant)
288.22

58.5061

3.4576

0.0000
144.9463
Industrial Park
247.9

50.3215

2.9739

0.0000
124.6693
Manufacturing

12.97 2.6328

0.1556

0.0000

6.5226
Office Park

39.53 8.0242

0.4742

0.0000

19.8797
Place of Worship
920.09
186.7700

11.0378

0.0000
462.7147
Racquet Club

96.33 19.5541

1.1556

0.0000

48.4445
Regional
Shopping Center
318.5

64.6526

3.8209

0.0000
160.1741
Single Family
Housing
4181.59
848.8250

50.1641

0.0000
2,102.928
0 CalEEMod Version: CalEEMod.2020.4.0
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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Strip Mall
278.8

56.5939

3.3446

0.0000
140.2089
Supermarket

15.06 3.0570

0.1807

0.0000

7.5737
Unrefrigerated
Warehouse-No
Rail
184.19

37.3889

2.2096

0.0000

92.6294
Total
2,532.921
2 149.6914

0.0000
6,275.205
2 8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Automobile Care
Center
183.4

37.2285

2.2001

0.0000

92.2321
Bank (with Drive-
Through)

4.2 0.8526

0.0504

0.0000

2.1122
Convenience
Market with Gas
Pumps

10.61 2.1537

0.1273

0.0000

5.3358
Discount Club
317.26

64.4009

3.8060

0.0000
159.5505
Elementary
School
295.89

60.0630

3.5496

0.0000
148.8035
Free-Standing
Discount
Superstore

27.91 5.6655

0.3348

0.0000

14.0360
General Office
Building

75.92 15.4111

0.9108

0.0000

38.1803
Government
(Civic Center)
4513.66
916.2322

54.1478

0.0000
2,269.926
5 Mitigated
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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Government
Office Building
350.42

71.1321

4.2038

0.0000
176.2268
Hardware/Paint
Store
115.55

23.4556

1.3862

0.0000

58.1103
High Turnover (Sit
Down Restaurant)
288.22

58.5061

3.4576

0.0000
144.9463
Industrial Park
247.9

50.3215

2.9739

0.0000
124.6693
Manufacturing

12.97 2.6328

0.1556

0.0000

6.5226
Office Park

39.53 8.0242

0.4742

0.0000

19.8797
Place of Worship
920.09
186.7700

11.0378

0.0000
462.7147
Racquet Club

96.33 19.5541

1.1556

0.0000

48.4445
Regional
Shopping Center
318.5

64.6526

3.8209

0.0000
160.1741
Single Family
Housing
4181.59
848.8250

50.1641

0.0000
2,102.928
0 Strip Mall
278.8

56.5939

3.3446

0.0000
140.2089
Supermarket

15.06 3.0570

0.1807

0.0000

7.5737
Unrefrigerated
Warehouse-No
Rail
184.19

37.3889

2.2096

0.0000

92.6294
Total
2,532.921
2 149.6914

0.0000
6,275.205
2 9.0 Operational Offroad
Equipment Type
Number
Hours/Day
Days/Year
Horse Power
Load Factor
Fuel Type

10.0 Stationary Equipment
CalEEMod Version: CalEEMod.2020.4.0
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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type
Number
Hours/Day
Hours/Year
Horse Power
Load Factor
Fuel Type
Boilers
Equipment Type
Number
Heat Input/Day
Heat Input/Year
Boiler Rating
Fuel Type
User Defined Equipment
Equipment Type
Number
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/24/2022 3:01 PM

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Compton Station Specific Plan Area - Existing - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Compton TOD Specific Plan
Los Angeles-South Coast County, Annual
Project Characteristics -
Land Use - Per Compton TOD Specific Plan.

Construction Phase - Assumes construction of Specific Plan would be built out in 30 months.

Grading - assumes 50,000 cy soil export
Demolition - assumes 100,000 sf of demolition.

Architectural Coating - Specific Plan would be consistent with SCAQMD Rule 1113 (Architectural Coatings).

Vehicle Trips - vehicle trip lengths adjusted to reflect Specific Plan VMT analysis.

Area Coating - Specific Plan would be consistent with SCAQMD Rule 1113 (Architectural Coatings).

Construction Off-road Equipment Mitigation -
Area Mitigation - Specific Plan would be consistent with SCAQMD Rule 1113 (Architectural Coatings).

1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Hotel
150.00
Room

5.00 90,000.00
0 General Office Building

97.00 1000sqft

2.23 97,000.00
0 Apartments Mid Rise
2,178.00
Dwelling Unit

57.32 2,178,000.00
9236

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
11 Wind Speed (m/s)
Precipitation Freq (Days)

2.2 33

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company
Southern California Edison
2040
Operational Year
CO2 Intensity
(lb/MWhr)
390.98

0.033
CH4 Intensity
(lb/MWhr)

0.004
N2O Intensity
(lb/MWhr)
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 1 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Table Name
Column Name
Default Value
New Value
tblArchitecturalCoating
EF_Nonresidential_Exterior
100.00

50.00 tblArchitecturalCoating
EF_Nonresidential_Interior
100.00

50.00 tblArchitecturalCoating
EF_Parking
100.00

50.00 tblAreaCoating
Area_EF_Nonresidential_Exterior
100
50 tblAreaCoating
Area_EF_Nonresidential_Interior
100
50 tblAreaCoating
Area_EF_Parking
100
50 tblConstructionPhase
NumDays

75.00 262.00
tblConstructionPhase
NumDays
1,110.00
396.00
tblConstructionPhase
NumDays

70.00 132.00
tblConstructionPhase
NumDays
110.00
132.00
tblConstructionPhase
NumDays

75.00 135.00
tblConstructionPhase
PhaseEndDate
9/3/2027
7/12/2024
tblConstructionPhase
PhaseEndDate
2/5/2027
7/12/2024
tblConstructionPhase
PhaseEndDate
4/8/2022
7/5/2022
tblConstructionPhase
PhaseEndDate
11/4/2022
1/5/2023
tblConstructionPhase
PhaseEndDate
5/21/2027
7/12/2024
tblConstructionPhase
PhaseStartDate
5/22/2027
7/13/2023
tblConstructionPhase
PhaseStartDate
11/5/2022
1/6/2023
tblConstructionPhase
PhaseStartDate
6/4/2022
7/6/2022
tblConstructionPhase
PhaseStartDate
2/6/2027
1/6/2024
tblGrading
AcresOfGrading
396.00
330.00
tblGrading
MaterialExported

0.00 50,000.00
tblLandUse
LandUseSquareFeet
217,800.00
90,000.00
tblLandUse
Population
6,229.00
9,236.00
tblVehicleTrips
CC_TL

8.40 12.40
tblVehicleTrips
CC_TL

8.40 12.40
tblVehicleTrips
CC_TTP

48.00 100.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 2 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.0 Emissions Summary
tblVehicleTrips
CC_TTP

61.60 100.00
tblVehicleTrips
CNW_TL

6.90 0.00
tblVehicleTrips
CNW_TL

6.90 0.00
tblVehicleTrips
CNW_TTP

19.00 0.00
tblVehicleTrips
CNW_TTP

19.00 0.00
tblVehicleTrips
CW_TL

16.60 0.00
tblVehicleTrips
CW_TL

16.60 0.00
tblVehicleTrips
CW_TTP

33.00 0.00
tblVehicleTrips
CW_TTP

19.40 0.00
tblVehicleTrips
DV_TP

11.00 0.00
tblVehicleTrips
DV_TP

19.00 0.00
tblVehicleTrips
DV_TP

38.00 0.00
tblVehicleTrips
HO_TL

8.70 0.00
tblVehicleTrips
HO_TTP

40.60 0.00
tblVehicleTrips
HS_TL

5.90 0.00
tblVehicleTrips
HS_TTP

19.20 0.00
tblVehicleTrips
HW_TL

14.70 12.40
tblVehicleTrips
HW_TTP

40.20 100.00
tblVehicleTrips
PB_TP

3.00 0.00
tblVehicleTrips
PB_TP

4.00 0.00
tblVehicleTrips
PB_TP

4.00 0.00
tblVehicleTrips
PR_TP

86.00 100.00
tblVehicleTrips
PR_TP

77.00 100.00
tblVehicleTrips
PR_TP

58.00 100.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 3 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.1 Overall Construction
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Year
tons/yr
MT/yr
2022

0.4290

4.7662

3.4306

8.7800e-
003

0.6934

0.1909

0.8842

0.2606

0.1766

0.4372

0.0000
795.1705
795.1705

0.1872

0.0325
809.5307
2023

4.3614

3.9381

10.5981

0.0319

2.9188

0.1188

3.0376

0.7556

0.1118

0.8674

0.0000
2,967.894
8 2,967.894
8 0.1491

0.1411
3,013.662
3 2024

4.4856

2.7243

6.9244

0.0198

1.6336

0.0914

1.7250

0.4366

0.0854

0.5220

0.0000
1,843.060
6 1,843.060
6 0.1234

0.0767
1,869.010
0 Maximum

4.4856

4.7662

10.5981

0.0319

2.9188

0.1909

3.0376

0.7556

0.1766

0.8674

0.0000
2,967.894
8 2,967.894
8 0.1872

0.1411
3,013.662
3 Unmitigated Construction
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Year
tons/yr
MT/yr
2022

0.4290

4.7662

3.4306

8.7800e-
003

0.3565

0.1909

0.5474

0.1294

0.1766

0.3059

0.0000
795.1699
795.1699

0.1872

0.0325
809.5300
2023

4.3614

3.9381

10.5981

0.0319

2.8143

0.1188

2.9331

0.7414

0.1118

0.8532

0.0000
2,967.894
4 2,967.894
4 0.1491

0.1411
3,013.662
0 2024

4.4856

2.7243

6.9244

0.0198

1.6336

0.0914

1.7250

0.4366

0.0854

0.5220

0.0000
1,843.060
2 1,843.060
2 0.1234

0.0767
1,869.009
7 Maximum

4.4856

4.7662

10.5981

0.0319

2.8143

0.1909

2.9331

0.7414

0.1766

0.8532

0.0000
2,967.894
4 2,967.894
4 0.1872

0.1411
3,013.662
0 Mitigated Construction
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 4 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
Percent
Reduction

0.00 0.00

0.00 0.00

8.41 0.00

7.81 10.02

0.00 7.97

0.00 0.00

0.00 0.00

0.00 0.00
Quarter
Start Date
End Date
Maximum Unmitigated ROG + NOX (tons/quarter)
Maximum Mitigated ROG + NOX (tons/quarter)
1 1-3-2022
4-2-2022

0.9345

0.9345
2 4-3-2022
7-2-2022

0.9439

0.9439
3 7-3-2022
10-2-2022

1.6448

1.6448
4 10-3-2022
1-2-2023

1.6739

1.6739
5 1-3-2023
4-2-2023

1.1805

1.1805
6 4-3-2023
7-2-2023

1.1457

1.1457
7 7-3-2023
10-2-2023

2.8753

2.8753
8 10-3-2023
1-2-2024

3.1278

3.1278
9 1-3-2024
4-2-2024

3.3596

3.3596
10 4-3-2024
7-2-2024

3.3284

3.3284
11 7-3-2024
9-30-2024

0.3658

0.3658
Highest

3.3596

3.3596
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 5 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.2 Overall Operational
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Area

17.0737

0.8230

36.2108

0.0365

2.2042

2.2042

2.2042

2.2042
231.3451
481.2616
712.6067

0.7249

0.0157
735.4073
Energy

0.1228

1.0583

0.5141

6.7000e-
003

0.0848

0.0848

0.0848

0.0848

0.0000
3,026.174
8 3,026.174
8 0.1762

0.0408
3,042.738
4 Mobile

6.8499

6.8192

72.2367

0.1608

22.3622

0.0810

22.4432

5.9687

0.0756

6.0442

0.0000
16,277.48
71 16,277.48
71 1.0532

0.6358
16,493.27
89 Waste

0.0000

0.0000

0.0000

0.0000
238.3561

0.0000
238.3561

14.0864

0.0000
590.5170
Water

0.0000

0.0000

0.0000

0.0000

51.6967
574.2088
625.9055

5.3582

0.1313
798.9731
Total

24.0464

8.7005
108.9616

0.2040

22.3622

2.3701

24.7322

5.9687

2.3646

8.3333
521.3979
20,359.13
23 20,880.53
02 21.3989

0.8235
21,660.91
48 Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 6 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.2 Overall Operational
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Area

9.9874

0.6646

22.5384

3.7800e-
003

0.1574

0.1574

0.1574

0.1574

0.0000
507.4126
507.4126

0.0440

8.6300e-
003
511.0832
Energy

0.1228

1.0583

0.5141

6.7000e-
003

0.0848

0.0848

0.0848

0.0848

0.0000
3,026.174
8 3,026.174
8 0.1762

0.0408
3,042.738
4 Mobile

6.8499

6.8192

72.2367

0.1608

22.3622

0.0810

22.4432

5.9687

0.0756

6.0442

0.0000
16,277.48
71 16,277.48
71 1.0532

0.6358
16,493.27
89 Waste

0.0000

0.0000

0.0000

0.0000
238.3561

0.0000
238.3561

14.0864

0.0000
590.5170
Water

0.0000

0.0000

0.0000

0.0000

51.6967
574.2088
625.9055

5.3582

0.1313
798.9731
Total

16.9600

8.5421

95.2892

0.1713

22.3622

0.3233

22.6854

5.9687

0.3178

6.2865
290.0528
20,385.28
32 20,675.33
60 20.7180

0.8165
21,436.59
07 Mitigated Operational

3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name
Phase Type
Start Date
End Date
Num Days
Week
Num Days
Phase Description
1 Demolition
Demolition
1/3/2022
7/5/2022
5 132
2 Grading
Grading
7/6/2022
1/5/2023
5 132
3 Building Construction
Building Construction
1/6/2023
7/12/2024
5 396
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
Percent
Reduction

29.47 1.82

12.55 16.05

0.00 86.36

8.28 0.00

86.56 24.56

44.37 -0.13

0.98 3.18

0.86 1.04
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 7 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

4 Paving
Paving
1/6/2024
7/12/2024
5 135
5 Architectural Coating
Architectural Coating
7/13/2023
7/12/2024
5 262
OffRoad Equipment
Phase Name
Offroad Equipment Type
Amount
Usage Hours
Horse Power
Load Factor
Architectural Coating
Air Compressors
1 6.00
78 0.48
Demolition
Concrete/Industrial Saws
1 8.00
81 0.73
Building Construction
Cranes
1 7.00
231

0.29 Demolition
Excavators
3 8.00
158

0.38 Grading
Excavators
2 8.00
158

0.38 Building Construction
Forklifts
3 8.00
89 0.20
Building Construction
Generator Sets
1 8.00
84 0.74
Grading
Graders
1 8.00
187

0.41 Paving
Pavers
2 8.00
130

0.42 Paving
Paving Equipment
2 8.00
132

0.36 Paving
Rollers
2 8.00
80 0.38
Demolition
Rubber Tired Dozers
2 8.00
247

0.40 Grading
Rubber Tired Dozers
1 8.00
247

0.40 Grading
Scrapers
2 8.00
367

0.48 Building Construction
Tractors/Loaders/Backhoes
3 7.00
97 0.37
Grading
Tractors/Loaders/Backhoes
2 8.00
97 0.37
Building Construction
Welders
1 8.00
46 0.45
Residential Indoor: 4,410,450; Residential Outdoor: 1,470,150; Non-Residential Indoor: 280,500; Non-Residential Outdoor: 93,500; Striped Parking Area: 0 (Architectural Coating
–
sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 330
Acres of Paving: 0
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 8 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.2 Demolition - 2022
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

0.0492

0.0000

0.0492

7.4500e-
003

0.0000

7.4500e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.1742

1.6975

1.3592

2.5600e-
003

0.0820

0.0820

0.0763

0.0763

0.0000
224.3355
224.3355

0.0630

0.0000
225.9108
Total

0.1742

1.6975

1.3592

2.5600e-
003

0.0492

0.0820

0.1312

7.4500e-
003

0.0763

0.0837

0.0000
224.3355
224.3355

0.0630

0.0000
225.9108
Unmitigated Construction On-Site

3.1 Mitigation Measures Construction
Water Exposed Area
Trips and VMT
Phase Name
Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition
6 15.00

0.00 455.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Grading
8 20.00

0.00 6,250.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Building Construction
9 1,637.00
263.00

0.00 14.70

6.90 20.00
LD_Mix
HDT_Mix
HHDT
Paving
6 15.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
Architectural Coating
1 327.00

0.00 0.00

14.70 6.90

20.00 LD_Mix
HDT_Mix
HHDT
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 9 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.2 Demolition - 2022
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

1.0500e-
003

0.0402

8.9700e-
003

1.4000e-
004

3.9100e-
003

2.8000e-
004

4.2000e-
003

1.0800e-
003

2.7000e-
004

1.3500e-
003

0.0000

14.0519

14.0519

7.5000e-
004

2.2300e-
003

14.7350
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

3.3900e-
003

2.8300e-
003

0.0368

1.0000e-
004

0.0109

7.0000e-
005

0.0109

2.8800e-
003

7.0000e-
005

2.9500e-
003

0.0000

8.9800

8.9800

2.6000e-
004

2.4000e-
004

9.0591
Total

4.4400e-
003

0.0431

0.0457

2.4000e-
004

0.0148

3.5000e-
004

0.0151

3.9600e-
003

3.4000e-
004

4.3000e-
003

0.0000

23.0319

23.0319

1.0100e-
003

2.4700e-
003

23.7940
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

0.0222

0.0000

0.0222

3.3500e-
003

0.0000

3.3500e-
003

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.1742

1.6975

1.3592

2.5600e-
003

0.0820

0.0820

0.0763

0.0763

0.0000
224.3352
224.3352

0.0630

0.0000
225.9106
Total

0.1742

1.6975

1.3592

2.5600e-
003

0.0222

0.0820

0.1042

3.3500e-
003

0.0763

0.0796

0.0000
224.3352
224.3352

0.0630

0.0000
225.9106
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 10 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.2 Demolition - 2022
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

1.0500e-
003

0.0402

8.9700e-
003

1.4000e-
004

3.9100e-
003

2.8000e-
004

4.2000e-
003

1.0800e-
003

2.7000e-
004

1.3500e-
003

0.0000

14.0519

14.0519

7.5000e-
004

2.2300e-
003

14.7350
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

3.3900e-
003

2.8300e-
003

0.0368

1.0000e-
004

0.0109

7.0000e-
005

0.0109

2.8800e-
003

7.0000e-
005

2.9500e-
003

0.0000

8.9800

8.9800

2.6000e-
004

2.4000e-
004

9.0591
Total

4.4400e-
003

0.0431

0.0457

2.4000e-
004

0.0148

3.5000e-
004

0.0151

3.9600e-
003

3.4000e-
004

4.3000e-
003

0.0000

23.0319

23.0319

1.0100e-
003

2.4700e-
003

23.7940
Mitigated Construction Off-Site

3.3 Grading - 2022
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

0.5632

0.0000

0.5632

0.2312

0.0000

0.2312

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.2320

2.4860

1.8587

3.9700e-
003

0.1046

0.1046

0.0963

0.0963

0.0000
349.0214
349.0214

0.1129

0.0000
351.8435
Total

0.2320

2.4860

1.8587

3.9700e-
003

0.5632

0.1046

0.6679

0.2312

0.0963

0.3274

0.0000
349.0214
349.0214

0.1129

0.0000
351.8435
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 11 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.3 Grading - 2022
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0140

0.5360

0.1195

1.8800e-
003

0.0521

3.7800e-
003

0.0559

0.0143

3.6200e-
003

0.0179

0.0000
187.1712
187.1712

9.9300e-
003

0.0297
196.2697
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

4.3900e-
003

3.6500e-
003

0.0475

1.3000e-
004

0.0140

9.0000e-
005

0.0141

3.7300e-
003

8.0000e-
005

3.8100e-
003

0.0000

11.6105

11.6105

3.3000e-
004

3.2000e-
004

11.7127
Total

0.0184

0.5397

0.1670

2.0100e-
003

0.0662

3.8700e-
003

0.0700

0.0181

3.7000e-
003

0.0218

0.0000
198.7817
198.7817

0.0103

0.0300
207.9824
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

0.2535

0.0000

0.2535

0.1040

0.0000

0.1040

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.2320

2.4860

1.8587

3.9700e-
003

0.1046

0.1046

0.0963

0.0963

0.0000
349.0210
349.0210

0.1129

0.0000
351.8430
Total

0.2320

2.4860

1.8587

3.9700e-
003

0.2535

0.1046

0.3581

0.1040

0.0963

0.2003

0.0000
349.0210
349.0210

0.1129

0.0000
351.8430
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 12 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.3 Grading - 2022
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0140

0.5360

0.1195

1.8800e-
003

0.0521

3.7800e-
003

0.0559

0.0143

3.6200e-
003

0.0179

0.0000
187.1712
187.1712

9.9300e-
003

0.0297
196.2697
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

4.3900e-
003

3.6500e-
003

0.0475

1.3000e-
004

0.0140

9.0000e-
005

0.0141

3.7300e-
003

8.0000e-
005

3.8100e-
003

0.0000

11.6105

11.6105

3.3000e-
004

3.2000e-
004

11.7127
Total

0.0184

0.5397

0.1670

2.0100e-
003

0.0662

3.8700e-
003

0.0700

0.0181

3.7000e-
003

0.0218

0.0000
198.7817
198.7817

0.0103

0.0300
207.9824
Mitigated Construction Off-Site

3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

0.1899

0.0000

0.1899

0.0259

0.0000

0.0259

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

6.6400e-
003

0.0690

0.0561

1.2000e-
004

2.8500e-
003

2.8500e-
003

2.6200e-
003

2.6200e-
003

0.0000

10.9070

10.9070

3.5300e-
003

0.0000

10.9952
Total

6.6400e-
003

0.0690

0.0561

1.2000e-
004

0.1899

2.8500e-
003

0.1927

0.0259

2.6200e-
003

0.0286

0.0000

10.9070

10.9070

3.5300e-
003

0.0000

10.9952
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 13 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

2.0000e-
004

0.0130

3.3200e-
003

6.0000e-
005

1.6300e-
003

8.0000e-
005

1.7100e-
003

4.5000e-
004

7.0000e-
005

5.2000e-
004

0.0000

5.5234

5.5234

3.0000e-
004

8.8000e-
004

5.7924
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

1.3000e-
004

1.0000e-
004

1.3700e-
003

0.0000

4.4000e-
004

0.0000

4.4000e-
004

1.2000e-
004

0.0000

1.2000e-
004

0.0000

0.3533

0.3533

1.0000e-
005

1.0000e-
005

0.3562
Total

3.3000e-
004

0.0131

4.6900e-
003

6.0000e-
005

2.0700e-
003

8.0000e-
005

2.1500e-
003

5.7000e-
004

7.0000e-
005

6.4000e-
004

0.0000

5.8767

5.8767

3.1000e-
004

8.9000e-
004

6.1486
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust

0.0854

0.0000

0.0854

0.0117

0.0000

0.0117

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

6.6400e-
003

0.0690

0.0561

1.2000e-
004

2.8500e-
003

2.8500e-
003

2.6200e-
003

2.6200e-
003

0.0000

10.9070

10.9070

3.5300e-
003

0.0000

10.9952
Total

6.6400e-
003

0.0690

0.0561

1.2000e-
004

0.0854

2.8500e-
003

0.0883

0.0117

2.6200e-
003

0.0143

0.0000

10.9070

10.9070

3.5300e-
003

0.0000

10.9952
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 14 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

2.0000e-
004

0.0130

3.3200e-
003

6.0000e-
005

1.6300e-
003

8.0000e-
005

1.7100e-
003

4.5000e-
004

7.0000e-
005

5.2000e-
004

0.0000

5.5234

5.5234

3.0000e-
004

8.8000e-
004

5.7924
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

1.3000e-
004

1.0000e-
004

1.3700e-
003

0.0000

4.4000e-
004

0.0000

4.4000e-
004

1.2000e-
004

0.0000

1.2000e-
004

0.0000

0.3533

0.3533

1.0000e-
005

1.0000e-
005

0.3562
Total

3.3000e-
004

0.0131

4.6900e-
003

6.0000e-
005

2.0700e-
003

8.0000e-
005

2.1500e-
003

5.7000e-
004

7.0000e-
005

6.4000e-
004

0.0000

5.8767

5.8767

3.1000e-
004

8.9000e-
004

6.1486
Mitigated Construction Off-Site

3.4 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.2013

1.8413

2.0792

3.4500e-
003

0.0896

0.0896

0.0843

0.0843

0.0000
296.7101
296.7101

0.0706

0.0000
298.4746
Total

0.2013

1.8413

2.0792

3.4500e-
003

0.0896

0.0896

0.0843

0.0843

0.0000
296.7101
296.7101

0.0706

0.0000
298.4746
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 15 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.4 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0380

1.3567

0.5078

6.2700e-
003

0.2122

6.5100e-
003

0.2187

0.0612

6.2300e-
003

0.0675

0.0000
612.0864
612.0864

0.0205

0.0881
638.8481
Worker

0.6653

0.5282

7.1583

0.0199

2.2961

0.0141

2.3102

0.6098

0.0130

0.6229

0.0000
1,850.572
6 1,850.572
6 0.0486

0.0476
1,865.965
2 Total

0.7033

1.8849

7.6661

0.0262

2.5083

0.0206

2.5289

0.6711

0.0192

0.6903

0.0000
2,462.659
0 2,462.659
0 0.0691

0.1357
2,504.813
2 Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.2013

1.8413

2.0792

3.4500e-
003

0.0896

0.0896

0.0843

0.0843

0.0000
296.7097
296.7097

0.0706

0.0000
298.4743
Total

0.2013

1.8413

2.0792

3.4500e-
003

0.0896

0.0896

0.0843

0.0843

0.0000
296.7097
296.7097

0.0706

0.0000
298.4743
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 16 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.4 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0380

1.3567

0.5078

6.2700e-
003

0.2122

6.5100e-
003

0.2187

0.0612

6.2300e-
003

0.0675

0.0000
612.0864
612.0864

0.0205

0.0881
638.8481
Worker

0.6653

0.5282

7.1583

0.0199

2.2961

0.0141

2.3102

0.6098

0.0130

0.6229

0.0000
1,850.572
6 1,850.572
6 0.0486

0.0476
1,865.965
2 Total

0.7033

1.8849

7.6661

0.0262

2.5083

0.0206

2.5289

0.6711

0.0192

0.6903

0.0000
2,462.659
0 2,462.659
0 0.0691

0.1357
2,504.813
2 Mitigated Construction Off-Site

3.4 Building Construction - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.1030

0.9411

1.1317

1.8900e-
003

0.0429

0.0429

0.0404

0.0404

0.0000
162.2944
162.2944

0.0384

0.0000
163.2538
Total

0.1030

0.9411

1.1317

1.8900e-
003

0.0429

0.0429

0.0404

0.0404

0.0000
162.2944
162.2944

0.0384

0.0000
163.2538
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 17 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.4 Building Construction - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0201

0.7434

0.2719

3.3700e-
003

0.1160

3.5800e-
003

0.1196

0.0335

3.4300e-
003

0.0369

0.0000
329.7126
329.7126

0.0112

0.0475
344.1473
Worker

0.3395

0.2578

3.6464

0.0106

1.2557

7.4100e-
003

1.2631

0.3335

6.8200e-
003

0.3403

0.0000
991.2380
991.2380

0.0241

0.0242
999.0464
Total

0.3597

1.0013

3.9182

0.0140

1.3717

0.0110

1.3827

0.3670

0.0103

0.3773

0.0000
1,320.950
5 1,320.950
5 0.0353

0.0717
1,343.193
6 Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.1030

0.9411

1.1317

1.8900e-
003

0.0429

0.0429

0.0404

0.0404

0.0000
162.2942
162.2942

0.0384

0.0000
163.2536
Total

0.1030

0.9411

1.1317

1.8900e-
003

0.0429

0.0429

0.0404

0.0404

0.0000
162.2942
162.2942

0.0384

0.0000
163.2536
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 18 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.4 Building Construction - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0201

0.7434

0.2719

3.3700e-
003

0.1160

3.5800e-
003

0.1196

0.0335

3.4300e-
003

0.0369

0.0000
329.7126
329.7126

0.0112

0.0475
344.1473
Worker

0.3395

0.2578

3.6464

0.0106

1.2557

7.4100e-
003

1.2631

0.3335

6.8200e-
003

0.3403

0.0000
991.2380
991.2380

0.0241

0.0242
999.0464
Total

0.3597

1.0013

3.9182

0.0140

1.3717

0.0110

1.3827

0.3670

0.0103

0.3773

0.0000
1,320.950
5 1,320.950
5 0.0353

0.0717
1,343.193
6 Mitigated Construction Off-Site

3.5 Paving - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.0667

0.6429

0.9872

1.5400e-
003

0.0316

0.0316

0.0291

0.0291

0.0000
135.1791
135.1791

0.0437

0.0000
136.2721
Paving

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0667

0.6429

0.9872

1.5400e-
003

0.0316

0.0316

0.0291

0.0291

0.0000
135.1791
135.1791

0.0437

0.0000
136.2721
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 19 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.5 Paving - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

3.0000e-
003

2.2800e-
003

0.0322

9.0000e-
005

0.0111

7.0000e-
005

0.0112

2.9500e-
003

6.0000e-
005

3.0100e-
003

0.0000

8.7584

8.7584

2.1000e-
004

2.1000e-
004

8.8274
Total

3.0000e-
003

2.2800e-
003

0.0322

9.0000e-
005

0.0111

7.0000e-
005

0.0112

2.9500e-
003

6.0000e-
005

3.0100e-
003

0.0000

8.7584

8.7584

2.1000e-
004

2.1000e-
004

8.8274
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road

0.0667

0.6429

0.9872

1.5400e-
003

0.0316

0.0316

0.0291

0.0291

0.0000
135.1789
135.1789

0.0437

0.0000
136.2719
Paving

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Total

0.0667

0.6429

0.9872

1.5400e-
003

0.0316

0.0316

0.0291

0.0291

0.0000
135.1789
135.1789

0.0437

0.0000
136.2719
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.5 Paving - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

3.0000e-
003

2.2800e-
003

0.0322

9.0000e-
005

0.0111

7.0000e-
005

0.0112

2.9500e-
003

6.0000e-
005

3.0100e-
003

0.0000

8.7584

8.7584

2.1000e-
004

2.1000e-
004

8.8274
Total

3.0000e-
003

2.2800e-
003

0.0322

9.0000e-
005

0.0111

7.0000e-
005

0.0112

2.9500e-
003

6.0000e-
005

3.0100e-
003

0.0000

8.7584

8.7584

2.1000e-
004

2.1000e-
004

8.8274
Mitigated Construction Off-Site

3.6 Architectural Coating - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Archit. Coating

3.3748

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.0117

0.0795

0.1105

1.8000e-
004

4.3200e-
003

4.3200e-
003

4.3200e-
003

4.3200e-
003

0.0000

15.5749

15.5749

9.3000e-
004

0.0000

15.5981
Total

3.3865

0.0795

0.1105

1.8000e-
004

4.3200e-
003

4.3200e-
003

4.3200e-
003

4.3200e-
003

0.0000

15.5749

15.5749

9.3000e-
004

0.0000

15.5981
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.6 Architectural Coating - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0633

0.0503

0.6814

1.9000e-
003

0.2186

1.3500e-
003

0.2199

0.0581

1.2400e-
003

0.0593

0.0000
176.1672
176.1672

4.6300e-
003

4.5300e-
003
177.6325
Total

0.0633

0.0503

0.6814

1.9000e-
003

0.2186

1.3500e-
003

0.2199

0.0581

1.2400e-
003

0.0593

0.0000
176.1672
176.1672

4.6300e-
003

4.5300e-
003
177.6325
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Archit. Coating

3.3748

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.0117

0.0795

0.1105

1.8000e-
004

4.3200e-
003

4.3200e-
003

4.3200e-
003

4.3200e-
003

0.0000

15.5748

15.5748

9.3000e-
004

0.0000

15.5981
Total

3.3865

0.0795

0.1105

1.8000e-
004

4.3200e-
003

4.3200e-
003

4.3200e-
003

4.3200e-
003

0.0000

15.5748

15.5748

9.3000e-
004

0.0000

15.5981
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.6 Architectural Coating - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0633

0.0503

0.6814

1.9000e-
003

0.2186

1.3500e-
003

0.2199

0.0581

1.2400e-
003

0.0593

0.0000
176.1672
176.1672

4.6300e-
003

4.5300e-
003
177.6325
Total

0.0633

0.0503

0.6814

1.9000e-
003

0.2186

1.3500e-
003

0.2199

0.0581

1.2400e-
003

0.0593

0.0000
176.1672
176.1672

4.6300e-
003

4.5300e-
003
177.6325
Mitigated Construction Off-Site

3.6 Architectural Coating - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Archit. Coating

3.8727

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.0127

0.0853

0.1267

2.1000e-
004

4.2600e-
003

4.2600e-
003

4.2600e-
003

4.2600e-
003

0.0000

17.8728

17.8728

1.0100e-
003

0.0000

17.8979
Total

3.8854

0.0853

0.1267

2.1000e-
004

4.2600e-
003

4.2600e-
003

4.2600e-
003

4.2600e-
003

0.0000

17.8728

17.8728

1.0100e-
003

0.0000

17.8979
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.6 Architectural Coating - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0678

0.0515

0.7284

2.1200e-
003

0.2508

1.4800e-
003

0.2523

0.0666

1.3600e-
003

0.0680

0.0000
198.0054
198.0054

4.8100e-
003

4.8300e-
003
199.5652
Total

0.0678

0.0515

0.7284

2.1200e-
003

0.2508

1.4800e-
003

0.2523

0.0666

1.3600e-
003

0.0680

0.0000
198.0054
198.0054

4.8100e-
003

4.8300e-
003
199.5652
Unmitigated Construction Off-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Archit. Coating

3.8727

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Off-Road

0.0127

0.0853

0.1267

2.1000e-
004

4.2600e-
003

4.2600e-
003

4.2600e-
003

4.2600e-
003

0.0000

17.8728

17.8728

1.0100e-
003

0.0000

17.8979
Total

3.8854

0.0853

0.1267

2.1000e-
004

4.2600e-
003

4.2600e-
003

4.2600e-
003

4.2600e-
003

0.0000

17.8728

17.8728

1.0100e-
003

0.0000

17.8979
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.6 Architectural Coating - 2024
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Vendor

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Worker

0.0678

0.0515

0.7284

2.1200e-
003

0.2508

1.4800e-
003

0.2523

0.0666

1.3600e-
003

0.0680

0.0000
198.0054
198.0054

4.8100e-
003

4.8300e-
003
199.5652
Total

0.0678

0.0515

0.7284

2.1200e-
003

0.2508

1.4800e-
003

0.2523

0.0666

1.3600e-
003

0.0680

0.0000
198.0054
198.0054

4.8100e-
003

4.8300e-
003
199.5652
Mitigated Construction Off-Site

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Mitigated

6.8499

6.8192

72.2367

0.1608

22.3622

0.0810

22.4432

5.9687

0.0756

6.0442

0.0000
16,277.48
71 16,277.48
71 1.0532

0.6358
16,493.27
89 Unmitigated

6.8499

6.8192

72.2367

0.1608

22.3622

0.0810

22.4432

5.9687

0.0756

6.0442

0.0000
16,277.48
71 16,277.48
71 1.0532

0.6358
16,493.27
89 4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Apartments Mid Rise
11,848.32
10,693.98
8908.02
50,838,353
50,838,353
General Office Building
944.78
214.37

67.90 3,227,978
3,227,978
Hotel
1,254.00
1,228.50
892.50
5,410,517
5,410,517
Total
14,047.10
12,136.85
9,868.42
59,476,848
59,476,848
Miles
Trip %
Trip Purpose %
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass-by
Apartments Mid Rise

12.40 0.00

0.00 100.00

0.00 0.00
100
0 0
General Office Building

0.00 12.40

0.00 0.00
100.00

0.00 100
0 0
Hotel

0.00 12.40

0.00 0.00
100.00

0.00 100
0 0

4.4 Fleet Mix
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Apartments Mid Rise

0.516633

0.070991

0.195744

0.128836

0.026081

0.007842

0.011970

0.007437

0.000933

0.000540

0.028760

0.000776

0.003457
General Office Building

0.516633

0.070991

0.195744

0.128836

0.026081

0.007842

0.011970

0.007437

0.000933

0.000540

0.028760

0.000776

0.003457
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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Hotel

0.516633

0.070991

0.195744

0.128836

0.026081

0.007842

0.011970

0.007437

0.000933

0.000540

0.028760

0.000776

0.003457

5.0 Energy Detail
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Electricity
Mitigated

0.0000

0.0000

0.0000

0.0000

0.0000
1,811.305
4 1,811.305
4 0.1529

0.0185
1,820.649
6 Electricity
Unmitigated

0.0000

0.0000

0.0000

0.0000

0.0000
1,811.305
4 1,811.305
4 0.1529

0.0185
1,820.649
6 NaturalGas
Mitigated

0.1228

1.0583

0.5141

6.7000e-
003

0.0848

0.0848

0.0848

0.0848

0.0000
1,214.869
4 1,214.869
4 0.0233

0.0223
1,222.088
7 NaturalGas
Unmitigated

0.1228

1.0583

0.5141

6.7000e-
003

0.0848

0.0848

0.0848

0.0848

0.0000
1,214.869
4 1,214.869
4 0.0233

0.0223
1,222.088
7 5.1 Mitigation Measures Energy
Historical Energy Use: N
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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
tons/yr
MT/yr
Apartments Mid
Rise

1.96255e
+007

0.1058

0.9043

0.3848

5.7700e-
003

0.0731

0.0731

0.0731

0.0731

0.0000
1,047.292
6 1,047.292
6 0.0201

0.0192
1,053.516
2 General Office
Building

1.00007e
+006

5.3900e-
003

0.0490

0.0412

2.9000e-
004

3.7300e-
003

3.7300e-
003

3.7300e-
003

3.7300e-
003

0.0000

53.3675

53.3675

1.0200e-
003

9.8000e-
004

53.6847
Hotel

2.1402e
+006

0.0115

0.1049

0.0881

6.3000e-
004

7.9700e-
003

7.9700e-
003

7.9700e-
003

7.9700e-
003

0.0000
114.2092
114.2092

2.1900e-
003

2.0900e-
003
114.8879
Total

0.1228

1.0582

0.5141

6.6900e-
003

0.0848

0.0848

0.0848

0.0848

0.0000
1,214.869
4 1,214.869
4 0.0233

0.0223
1,222.088
7 Unmitigated
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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
tons/yr
MT/yr
Apartments Mid
Rise

1.96255e
+007

0.1058

0.9043

0.3848

5.7700e-
003

0.0731

0.0731

0.0731

0.0731

0.0000
1,047.292
6 1,047.292
6 0.0201

0.0192
1,053.516
2 General Office
Building

1.00007e
+006

5.3900e-
003

0.0490

0.0412

2.9000e-
004

3.7300e-
003

3.7300e-
003

3.7300e-
003

3.7300e-
003

0.0000

53.3675

53.3675

1.0200e-
003

9.8000e-
004

53.6847
Hotel

2.1402e
+006

0.0115

0.1049

0.0881

6.3000e-
004

7.9700e-
003

7.9700e-
003

7.9700e-
003

7.9700e-
003

0.0000
114.2092
114.2092

2.1900e-
003

2.0900e-
003
114.8879
Total

0.1228

1.0582

0.5141

6.6900e-
003

0.0848

0.0848

0.0848

0.0848

0.0000
1,214.869
4 1,214.869
4 0.0233

0.0223
1,222.088
7 Mitigated
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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Apartments Mid
Rise

8.34303e
+006
1,479.598
3 0.1249

0.0151
1,487.231
3 General Office
Building

1.2125e
+006
215.0315

0.0182

2.2000e-
003
216.1408
Hotel
657900
116.6756

9.8500e-
003

1.1900e-
003
117.2775
Total
1,811.305
4 0.1529

0.0185
1,820.649
6 Unmitigated
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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Use only Natural Gas Hearths

6.1 Mitigation Measures Area

6.0 Area Detail

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Apartments Mid
Rise

8.34303e
+006
1,479.598
3 0.1249

0.0151
1,487.231
3 General Office
Building

1.2125e
+006
215.0315

0.0182

2.2000e-
003
216.1408
Hotel
657900
116.6756

9.8500e-
003

1.1900e-
003
117.2775
Total
1,811.305
4 0.1529

0.0185
1,820.649
6 Mitigated
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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Mitigated

9.9874

0.6646

22.5384

3.7800e-
003

0.1574

0.1574

0.1574

0.1574

0.0000
507.4126
507.4126

0.0440

8.6300e-
003
511.0832
Unmitigated

17.0737

0.8230

36.2108

0.0365

2.2042

2.2042

2.2042

2.2042
231.3451
481.2616
712.6067

0.7249

0.0157
735.4073

6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
tons/yr
MT/yr
Architectural
Coating

0.7248

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Consumer
Products

8.5459

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Hearth

7.1339

0.5649

13.8453

0.0353

2.0797

2.0797

2.0797

2.0797
231.3451
444.5659
675.9110

0.6899

0.0157
697.8381
Landscaping

0.6691

0.2582

22.3654

1.1900e-
003

0.1246

0.1246

0.1246

0.1246

0.0000

36.6957

36.6957

0.0349

0.0000

37.5692
Total

17.0737

0.8230

36.2108

0.0365

2.2042

2.2042

2.2042

2.2042
231.3451
481.2616
712.6067

0.7249

0.0157
735.4073
Unmitigated
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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

7.1 Mitigation Measures Water

7.0 Water Detail

6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
tons/yr
MT/yr
Architectural
Coating

0.7248

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Consumer
Products

8.5459

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
Hearth

0.0476

0.4065

0.1730

2.5900e-
003

0.0329

0.0329

0.0329

0.0329

0.0000
470.7168
470.7168

9.0200e-
003

8.6300e-
003
473.5141
Landscaping

0.6691

0.2582

22.3654

1.1900e-
003

0.1246

0.1246

0.1246

0.1246

0.0000

36.6957

36.6957

0.0349

0.0000

37.5692
Total

9.9874

0.6646

22.5384

3.7800e-
003

0.1574

0.1574

0.1574

0.1574

0.0000
507.4126
507.4126

0.0440

8.6300e-
003
511.0832
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Total CO2
CH4
N2O
CO2e
Category
MT/yr
Mitigated
625.9055

5.3582

0.1313
798.9731
Unmitigated
625.9055

5.3582

0.1313
798.9731

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Apartments Mid
Rise
141.905 /

89.4621
548.9786

4.6665

0.1143
699.7146
General Office
Building

17.2402 /

10.5666

66.1002

0.5669

0.0139

84.4101
Hotel

3.80502 /

0.422779

10.8268

0.1248

3.0300e-
003

14.8485
Total
625.9055

5.3582

0.1313
798.9731
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Apartments Mid
Rise
141.905 /

89.4621
548.9786

4.6665

0.1143
699.7146
General Office
Building

17.2402 /

10.5666

66.1002

0.5669

0.0139

84.4101
Hotel

3.80502 /

0.422779

10.8268

0.1248

3.0300e-
003

14.8485
Total
625.9055

5.3582

0.1313
798.9731
Mitigated

8.1 Mitigation Measures Waste

8.0 Waste Detail
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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

Total CO2
CH4
N2O
CO2e
MT/yr
Mitigated
238.3561

14.0864

0.0000
590.5170
Unmitigated
238.3561

14.0864

0.0000
590.5170
Category/Year

8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Apartments Mid
Rise
1001.88
203.3726

12.0190

0.0000
503.8470
General Office
Building

90.21 18.3118

1.0822

0.0000

45.3668
Hotel

82.13 16.6717

0.9853

0.0000

41.3033
Total
238.3561

14.0865

0.0000
590.5170
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Apartments Mid
Rise
1001.88
203.3726

12.0190

0.0000
503.8470
General Office
Building

90.21 18.3118

1.0822

0.0000

45.3668
Hotel

82.13 16.6717

0.9853

0.0000

41.3033
Total
238.3561

14.0865

0.0000
590.5170
Mitigated

9.0 Operational Offroad
Equipment Type
Number
Hours/Day
Days/Year
Horse Power
Load Factor
Fuel Type

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type
Number
Hours/Day
Hours/Year
Horse Power
Load Factor
Fuel Type
Boilers
Equipment Type
Number
Heat Input/Day
Heat Input/Year
Boiler Rating
Fuel Type
User Defined Equipment
Equipment Type
Number
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

Page 37 of 38 ends

Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

11.0 Vegetation
CalEEMod Version: CalEEMod.2020.4.0
Date: 3/23/2022 4:51 PM

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Compton TOD Specific Plan - Los Angeles-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

APPENDIX 3.9
Noise
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6SHFLILF3ODQ$UHD
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Noise Measurement Locations
FIGURE 3.9-1
1335.001•03/22
SOURCE: Esri, 2022

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: Wilson Park
Date: 01/25/2022 Site Number: 1
Measured By: Raul Castillo
Measurement Start Time: 11:06 a.m.

Measurement End Time: 11:21 a.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.119
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 60.6
Lmax 76.8
Lmin 49.6

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.119.s Computer's File Name LxT_0005667-20220125 110636-LxT_Data.119.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 11:06:36 Duration 0:15:00.0
End Time 2022-01-25 11:21:36 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 60.6 dB
LAE 90.2 dB SEA --- dB
EA 116.1 µPa²h
EA8 3.7 mPa²h
EA40 18.6 mPa²h
LApeak 111.0 dB 2022-01-25 11:07:36
LASmax 76.8 dB 2022-01-25 11:10:29
LASmin 49.6 dB 2022-01-25 11:18:00
LAeq 60.6 dB
LCeq 73.5 dB LCeq - LA eq 12.8 dB
LAIeq 64.8 dB LAIeq - LAeq 4.2 dB
Exceedances Count Duration
LAS > 85.0 dB 0 0:00:00.0
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 60.6 dB 73.5 dB --- dB
Ls(max) 76.8 dB 2022-01-25 11:10:29 --- dB --- dB
LS(min) 49.6 dB 2022-01-25 11:18:00 --- dB --- dB
LPeak(max) 111.0 dB 2022-01-25 11:07:36 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 62.5 dB
LAS 33.3 58.6 dB
LAS 66.7 54.7 dB
LAS 90.0 52.2 dB

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: Alameda/Laurel
Date: 01/25/2022 Site Number: 2
Measured By: Raul Castillo
Measurement Start Time: 11:30 a.m.

Measurement End Time: 11:45 a.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.120
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 68.2
Lmax 88.3
Lmin 47.3

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.120.s Computer's File Name LxT_0005667-20220125 113026-LxT_Data.120.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 11:30:26 Duration 0:15:00.0
End Time 2022-01-25 11:45:26 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 68.2 dB
LAE 97.8 dB SEA --- dB
EA 667.1 µPa²h
EA8 21.3 mPa²h
EA40 106.7 mPa²h
LApeak 102.2 dB 2022-01-25 11:34:54
LASmax 88.3 dB 2022-01-25 11:34:54
LASmin 47.3 dB 2022-01-25 11:44:29
LAeq 68.2 dB
LCeq 79.4 dB LCeq - LA eq 11.2 dB
LAIeq 70.8 dB LAIeq - LAeq 2.5 dB
Exceedances Count Duration
LAS > 85.0 dB 1 0:00:02.7
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 68.2 dB 79.4 dB --- dB
Ls(max) 88.3 dB 2022-01-25 11:34:54 --- dB --- dB
LS(min) 47.3 dB 2022-01-25 11:44:29 --- dB --- dB
LPeak(max) 102.2 dB 2022-01-25 11:34:54 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 71.6 dB
LAS 33.3 65.3 dB
LAS 66.7 55.9 dB
LAS 90.0 50.6 dB

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: Willow/Gladys
Date: 01/25/2022 Site Number: 3
Measured By: Raul Castillo
Measurement Start Time: 11:50 a.m.

Measurement End Time: 12:05 p.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.121
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 56.1
Lmax 77.3
Lmin 45.4

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.121.s Computer's File Name LxT_0005667-20220125 115049-LxT_Data.121.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 11:50:49 Duration 0:15:00.0
End Time 2022-01-25 12:05:49 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 56.1 dB
LAE 85.7 dB SEA --- dB
EA 40.8 µPa²h
EA8 1.3 mPa²h
EA40 6.5 mPa²h
LApeak 97.1 dB 2022-01-25 11:59:18
LASmax 77.3 dB 2022-01-25 12:01:50
LASmin 45.4 dB 2022-01-25 11:59:31
LAeq 56.1 dB
LCeq 68.2 dB LCeq - LA eq 12.1 dB
LAIeq 61.9 dB LAIeq - LAeq 5.8 dB
Exceedances Count Duration
LAS > 85.0 dB 0 0:00:00.0
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 56.1 dB 68.2 dB --- dB
Ls(max) 77.3 dB 2022-01-25 12:01:50 --- dB --- dB
LS(min) 45.4 dB 2022-01-25 11:59:31 --- dB --- dB
LPeak(max) 97.1 dB 2022-01-25 11:59:18 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 57.0 dB
LAS 33.3 52.7 dB
LAS 66.7 49.8 dB
LAS 90.0 47.5 dB

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: Compton/Willow
Date: 01/25/2022 Site Number: 4
Measured By: Raul Castillo
Measurement Start Time: 12:08 a.m.

Measurement End Time: 12:23 p.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.122
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 59.2
Lmax 72.8
Lmin 45.9

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.122.s Computer's File Name LxT_0005667-20220125 120855-LxT_Data.122.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 12:08:55 Duration 0:15:00.0
End Time 2022-01-25 12:23:55 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 59.2 dB
LAE 88.7 dB SEA --- dB
EA 83.0 µPa²h
EA8 2.7 mPa²h
EA40 13.3 mPa²h
LApeak 94.6 dB 2022-01-25 12:19:34
LASmax 72.8 dB 2022-01-25 12:22:05
LASmin 45.9 dB 2022-01-25 12:16:52
LAeq 59.2 dB
LCeq 69.6 dB LCeq - LA eq 10.4 dB
LAIeq 64.2 dB LAIeq - LAeq 5.0 dB
Exceedances Count Duration
LAS > 85.0 dB 0 0:00:00.0
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 59.2 dB 69.6 dB --- dB
Ls(max) 72.8 dB 2022-01-25 12:22:05 --- dB --- dB
LS(min) 45.9 dB 2022-01-25 12:16:52 --- dB --- dB
LPeak(max) 94.6 dB 2022-01-25 12:19:34 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 62.3 dB
LAS 33.3 58.1 dB
LAS 66.7 54.0 dB
LAS 90.0 50.4 dB

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: Compton/Spring
Date: 01/25/2022 Site Number: 5
Measured By: Raul Castillo
Measurement Start Time: 12:26 a.m.

Measurement End Time: 12:41 p.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.123
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 57.9
Lmax 72.3
Lmin 45.7

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.123.s Computer's File Name LxT_0005667-20220125 122614-LxT_Data.123.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 12:26:14 Duration 0:15:00.0
End Time 2022-01-25 12:41:14 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 57.9 dB
LAE 87.4 dB SEA --- dB
EA 61.8 µPa²h
EA8 2.0 mPa²h
EA40 9.9 mPa²h
LApeak 93.9 dB 2022-01-25 12:40:02
LASmax 72.3 dB 2022-01-25 12:38:10
LASmin 45.7 dB 2022-01-25 12:28:20
LAeq 57.9 dB
LCeq 68.7 dB LCeq - LA eq 10.8 dB
LAIeq 61.9 dB LAIeq - LAeq 3.9 dB
Exceedances Count Duration
LAS > 85.0 dB 0 0:00:00.0
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 57.9 dB 68.7 dB --- dB
Ls(max) 72.3 dB 2022-01-25 12:38:10 --- dB --- dB
LS(min) 45.7 dB 2022-01-25 12:28:20 --- dB --- dB
LPeak(max) 93.9 dB 2022-01-25 12:40:02 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 61.0 dB
LAS 33.3 56.9 dB
LAS 66.7 53.8 dB
LAS 90.0 50.3 dB

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: Isadore Hall/Alameda
Date: 01/25/2022 Site Number: 6
Measured By: Raul Castillo
Measurement Start Time: 1:44 p.m.

Measurement End Time: 1:59 p.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.124
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 74.8
Lmax 94.1
Lmin 54.4

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.124.s Computer's File Name LxT_0005667-20220125 134403-LxT_Data.124.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 13:44:03 Duration 0:15:00.0
End Time 2022-01-25 13:59:03 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 74.8 dB
LAE 104.4 dB SEA --- dB
EA 3.0 mPa²h
EA8 97.5 mPa²h
EA40 487.3 mPa²h
LApeak 107.8 dB 2022-01-25 13:47:03
LASmax 94.1 dB 2022-01-25 13:54:23
LASmin 54.4 dB 2022-01-25 13:46:18
LAeq 74.8 dB
LCeq 84.0 dB LCeq - LA eq 9.2 dB
LAIeq 77.3 dB LAIeq - LAeq 2.5 dB
Exceedances Count Duration
LAS > 85.0 dB 4 0:00:17.3
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 74.8 dB 84.0 dB --- dB
Ls(max) 94.1 dB 2022-01-25 13:54:23 --- dB --- dB
LS(min) 54.4 dB 2022-01-25 13:46:18 --- dB --- dB
LPeak(max) 107.8 dB 2022-01-25 13:47:03 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 75.4 dB
LAS 33.3 70.4 dB
LAS 66.7 67.1 dB
LAS 90.0 63.6 dB

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: 200 S. Alameda St.

Date: 01/25/2022 Site Number: 7
Measured By: Raul Castillo
Measurement Start Time: 2:09 p.m.

Measurement End Time: 2:24 p.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.125
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 74.1
Lmax 93.0
Lmin 50.3

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.125.s Computer's File Name LxT_0005667-20220125 140942-LxT_Data.125.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 14:09:42 Duration 0:15:00.0
End Time 2022-01-25 14:24:42 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 74.1 dB
LAE 103.6 dB SEA --- dB
EA 2.6 mPa²h
EA8 81.6 mPa²h
EA40 408.1 mPa²h
LApeak 109.2 dB 2022-01-25 14:11:26
LASmax 93.0 dB 2022-01-25 14:11:27
LASmin 50.3 dB 2022-01-25 14:16:28
LAeq 74.1 dB
LCeq 80.9 dB LCeq - LA eq 6.9 dB
LAIeq 77.7 dB LAIeq - LAeq 3.6 dB
Exceedances Count Duration
LAS > 85.0 dB 1 0:00:03.7
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 74.1 dB 80.9 dB --- dB
Ls(max) 93.0 dB 2022-01-25 14:11:27 --- dB --- dB
LS(min) 50.3 dB 2022-01-25 14:16:28 --- dB --- dB
LPeak(max) 109.2 dB 2022-01-25 14:11:26 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 77.3 dB
LAS 33.3 73.6 dB
LAS 66.7 67.8 dB
LAS 90.0 58.5 dB

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: Myrrh/Acacia
Date: 01/25/2022 Site Number: 8
Measured By: Raul Castillo
Measurement Start Time: 2:41 p.m.

Measurement End Time: 2:56 p.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.126
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 68.6
Lmax 84.5
Lmin 50.6

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.126.s Computer's File Name LxT_0005667-20220125 144127-LxT_Data.126.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 14:41:27 Duration 0:15:00.0
End Time 2022-01-25 14:56:27 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 68.6 dB
LAE 98.2 dB SEA --- dB
EA 726.6 µPa²h
EA8 23.2 mPa²h
EA40 116.2 mPa²h
LApeak 102.4 dB 2022-01-25 14:49:37
LASmax 84.5 dB 2022-01-25 14:49:42
LASmin 50.6 dB 2022-01-25 14:45:55
LAeq 68.6 dB
LCeq 78.3 dB LCeq - LA eq 9.7 dB
LAIeq 73.2 dB LAIeq - LAeq 4.6 dB
Exceedances Count Duration
LAS > 85.0 dB 0 0:00:00.0
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 68.6 dB 78.3 dB --- dB
Ls(max) 84.5 dB 2022-01-25 14:49:42 --- dB --- dB
LS(min) 50.6 dB 2022-01-25 14:45:55 --- dB --- dB
LPeak(max) 102.4 dB 2022-01-25 14:49:37 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 72.5 dB
LAS 33.3 66.8 dB
LAS 66.7 61.1 dB
LAS 90.0 56.7 dB

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: Acacia/Almond
Date: 01/25/2022 Site Number: 9
Measured By: Raul Castillo
Measurement Start Time: 3:03 p.m.

Measurement End Time: 3:18 p.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.127
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 66.1
Lmax 87.4
Lmin 45.9

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.127.s Computer's File Name LxT_0005667-20220125 150330-LxT_Data.127.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 15:03:30 Duration 0:15:00.0
End Time 2022-01-25 15:18:30 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 66.1 dB
LAE 95.6 dB SEA --- dB
EA 406.9 µPa²h
EA8 13.0 mPa²h
EA40 65.1 mPa²h
LApeak 112.0 dB 2022-01-25 15:16:29
LASmax 87.4 dB 2022-01-25 15:16:29
LASmin 45.9 dB 2022-01-25 15:14:45
LAeq 66.1 dB
LCeq 73.7 dB LCeq - LA eq 7.6 dB
LAIeq 73.8 dB LAIeq - LAeq 7.7 dB
Exceedances Count Duration
LAS > 85.0 dB 1 0:00:01.2
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 66.1 dB 73.7 dB --- dB
Ls(max) 87.4 dB 2022-01-25 15:16:29 --- dB --- dB
LS(min) 45.9 dB 2022-01-25 15:14:45 --- dB --- dB
LPeak(max) 112.0 dB 2022-01-25 15:16:29 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 69.1 dB
LAS 33.3 64.1 dB
LAS 66.7 57.9 dB
LAS 90.0 52.9 dB

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: Willowbrook/School
Date: 01/25/2022 Site Number: 10
Measured By: Raul Castillo
Measurement Start Time: 3:33 p.m.

Measurement End Time: 3:48 p.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.128
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 67.2
Lmax 81.3
Lmin 52.3

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.128.s Computer's File Name LxT_0005667-20220125 153303-LxT_Data.128.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 15:33:03 Duration 0:15:00.0
End Time 2022-01-25 15:48:03 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 67.2 dB
LAE 96.8 dB SEA --- dB
EA 526.3 µPa²h
EA8 16.8 mPa²h
EA40 84.2 mPa²h
LApeak 109.3 dB 2022-01-25 15:48:01
LASmax 81.3 dB 2022-01-25 15:48:01
LASmin 52.3 dB 2022-01-25 15:36:42
LAeq 67.2 dB
LCeq 73.5 dB LCeq - LA eq 6.3 dB
LAIeq 74.7 dB LAIeq - LAeq 7.5 dB
Exceedances Count Duration
LAS > 85.0 dB 0 0:00:00.0
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 67.2 dB 73.5 dB --- dB
Ls(max) 81.3 dB 2022-01-25 15:48:01 --- dB --- dB
LS(min) 52.3 dB 2022-01-25 15:36:42 --- dB --- dB
LPeak(max) 109.3 dB 2022-01-25 15:48:01 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 70.9 dB
LAS 33.3 66.5 dB
LAS 66.7 62.6 dB
LAS 90.0 59.2 dB

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: Tamarind/Cedar
Date: 01/25/2022 Site Number: 11
Measured By: Raul Castillo
Measurement Start Time: 3:58 p.m.

Measurement End Time: 4:13 p.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.129
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 58.3
Lmax 72.6
Lmin 45.8

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.129.s Computer's File Name LxT_0005667-20220125 155807-LxT_Data.129.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 15:58:07 Duration 0:15:00.0
End Time 2022-01-25 16:13:07 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 58.3 dB
LAE 87.8 dB SEA --- dB
EA 67.6 µPa²h
EA8 2.2 mPa²h
EA40 10.8 mPa²h
LApeak 94.8 dB 2022-01-25 16:01:40
LASmax 72.6 dB 2022-01-25 15:58:41
LASmin 45.8 dB 2022-01-25 16:08:37
LAeq 58.3 dB
LCeq 69.7 dB LCeq - LA eq 11.4 dB
LAIeq 64.4 dB LAIeq - LAeq 6.1 dB
Exceedances Count Duration
LAS > 85.0 dB 0 0:00:00.0
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 58.3 dB 69.7 dB --- dB
Ls(max) 72.6 dB 2022-01-25 15:58:41 --- dB --- dB
LS(min) 45.8 dB 2022-01-25 16:08:37 --- dB --- dB
LPeak(max) 94.8 dB 2022-01-25 16:01:40 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 61.9 dB
LAS 33.3 56.0 dB
LAS 66.7 51.6 dB
LAS 90.0 49.0 dB

NOISE MONITORING FIELD REPORT
Site Map
Project Name: Compton Station Specific Plan
Monitoring Location: Willowbrook/Rosecrans
Date: 01/25/2022 Site Number: 12
Measured By: Raul Castillo
Measurement Start Time: 4:19 p.m.

Measurement End Time: 4:34 p.m.

Total Measurement Time: 15 min.

Noise Meter Model: Larson Davis Soundtrack LxT Calibration: 94.0 (dBA) Meter Setting: A-Weighted Sound Level (SLOW)
Session File Name: LxT_Data.130
Primary Noise Sources: Traffic
Data Summary Other Noise Sources During Monitoring
Noise
Scale
Noise Level
(dBA)

1. ____________________________________________ Time: _________

2. ____________________________________________ Time: _________

3. ____________________________________________ Time: _________

4. ____________________________________________ Time: _________

5. ____________________________________________ Time: _________ Leq 74.9
Lmax 87.6
Lmin 54.6

Additional Notes:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Measurement Report
Report Summary
Meter's File Name LxT_Data.130.s Computer's File Name LxT_0005667-20220125 161912-LxT_Data.130.ldbin Meter LxT1 0005667
Firmware 2.302
User Location
Job Description
Note
Start Time 2022-01-25 16:19:12 Duration 0:15:00.0
End Time 2022-01-25 16:34:12 Run Time 0:15:00.0 Pause Time 0:00:00.0 Results
Overall Metrics
LAeq 74.9 dB
LAE 104.4 dB SEA --- dB
EA 3.1 mPa²h
EA8 98.9 mPa²h
EA40 494.3 mPa²h
LApeak 108.7 dB 2022-01-25 16:31:11
LASmax 87.6 dB 2022-01-25 16:25:27
LASmin 54.6 dB 2022-01-25 16:30:10
LAeq 74.9 dB
LCeq 83.7 dB LCeq - LA eq 8.8 dB
LAIeq 76.5 dB LAIeq - LAeq 1.6 dB
Exceedances Count Duration
LAS > 85.0 dB 4 0:00:11.5
LAS > 115.0 dB 0 0:00:00.0
LApeak > 135.0 dB 0 0:00:00.0
LApeak > 137.0 dB 0 0:00:00.0
LApeak > 140.0 dB 0 0:00:00.0
Community Noise LDN LDay LNight
--- dB --- dB 0.0 dB
LDEN LDay LEve LNight
--- dB --- dB --- dB --- dB
Any Data A C Z
Level Time Stamp Level Time Stamp Level Time Stamp
Leq 74.9 dB 83.7 dB --- dB
Ls(max) 87.6 dB 2022-01-25 16:25:27 --- dB --- dB
LS(min) 54.6 dB 2022-01-25 16:30:10 --- dB --- dB
LPeak(max) 108.7 dB 2022-01-25 16:31:11 --- dB --- dB
Overloads Count Duration OBA Count OBA Duration
0 0:00:00.0 0 0:00:00.0
Statistics
LAS 0.0 --- dB
LAS 0.0 --- dB
LAS 10.0 77.6 dB
LAS 33.3 74.4 dB
LAS 66.7 70.1 dB
LAS 90.0 65.0 dB

Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 2/2/2022
Case Description: Demolition
---- Receptor #1 ----
Description Land Use
Reference at 50 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Dozer No 40 81.7 50 0
Concrete Saw No 20 89.6 50 0
Tractor No 40 84 50 0
Front End Loader No 40 79.1 50 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Dozer 81.7 77.7
Concrete Saw 89.6 82.6
Tractor 84 80
Front End Loader 79.1 75.1
Total 89.6 85.7
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Description Land Use
Reference at 100 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Dozer No 40 81.7 100 0
Concrete Saw No 20 89.6 100 0
Tractor No 40 84 100 0
Front End Loader No 40 79.1 100 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Dozer 75.6 71.7
Concrete Saw 83.6 76.6
Tractor 78 74
Front End Loader 73.1 69.1
Total 83.6 79.7
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
Description Land Use
Reference at 500 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Dozer No 40 81.7 500 0
Concrete Saw No 20 89.6 500 0
Tractor No 40 84 500 0
Front End Loader No 40 79.1 500 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Dozer 61.7 57.7
Concrete Saw 69.6 62.6
Tractor 64 60
Front End Loader 59.1 55.1
Total 69.6 65.7
*Calculated Lmax is the Loudest value.

Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 2/2/2022
Case Description: Site Preperation
---- Receptor #1 ----
Description Land Use
Reference at 50 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Grader No 40 85 50 0
Tractor No 40 84 50 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Grader 85 81
Tractor 84 80
Total 85 83.6
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Description Land Use
Reference at 100 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Grader No 40 85 100 0
Tractor No 40 84 100 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Grader 79 75
Tractor 78 74
Total 79 77.5
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
Description Land Use
Reference at 500 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Grader No 40 85 500 0
Tractor No 40 84 500 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Grader 65 61
Tractor 64 60
Total 65 63.6
*Calculated Lmax is the Loudest value.

Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 2/2/2022
Case Description: Grading
---- Receptor #1 ----
Description Land Use
Reference at 50 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Dozer No 40 81.7 50 0
Tractor No 40 84 50 0
Grader No 40 85 50 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Dozer 81.7 77.7
Tractor 84 80
Grader 85 81
Total 85 84.6
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Description Land Use
Reference at 100 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Dozer No 40 81.7 100 0
Tractor No 40 84 100 0
Grader No 40 85 100 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Dozer 75.6 71.7
Tractor 78 74
Grader 79 75
Total 79 78.5
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
Description Land Use
Reference at 500 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Dozer No 40 81.7 500 0
Tractor No 40 84 500 0
Grader No 40 85 500 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Dozer 61.7 57.7
Tractor 64 60
Grader 65 61
Total 65 64.6
*Calculated Lmax is the Loudest value.

Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 2/2/2022
Case Description: Paving
---- Receptor #1 ----
Description Land Use
Reference at 50 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Crane No 16 80.6 50 0
Backhoe No 40 77.6 50 0
Backhoe No 40 77.6 50 0
Tractor No 40 84 50 0
Tractor No 40 84 50 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Crane 80.6 72.6
Backhoe 77.6 73.6
Backhoe 77.6 73.6
Tractor 84 80
Tractor 84 80
Total 84 84.2
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Description Land Use
Reference at 100 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Crane No 16 80.6 100 0
Backhoe No 40 77.6 100 0
Backhoe No 40 77.6 100 0
Tractor No 40 84 100 0
Tractor No 40 84 100 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Crane 74.5 66.6
Backhoe 71.5 67.6
Backhoe 71.5 67.6
Tractor 78 74
Tractor 78 74
Total 78 78.2
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
Description Land Use
Reference at 500 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Crane No 16 80.6 500 0
Backhoe No 40 77.6 500 0
Backhoe No 40 77.6 500 0
Tractor No 40 84 500 0
Tractor No 40 84 500 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Crane 60.6 52.6
Backhoe 57.6 53.6
Backhoe 57.6 53.6
Tractor 64 60
Tractor 64 60
Total 64 64.2
*Calculated Lmax is the Loudest value.

Roadway Construction Noise Model (RCNM),Version 1.1
Report date:2/2/2022
Case Description:Architectural Coating
---- Receptor #1 ----
DescriptionLand Use
Reference at 50 feetResidential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Compressor (air) No 40 77.7 50 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Compressor (air) 77.7 73.7
Total 77.7 73.7
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
DescriptionLand Use
Reference at 100 feetResidential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Compressor (air) No 40 77.7 100 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Compressor (air) 71.6 67.7
Total 71.6 67.7
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
DescriptionLand Use
Reference at 500 feetResidential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Compressor (air) No 40 77.7 500 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Compressor (air) 57.7 53.7
Total 57.7 53.7
*Calculated Lmax is the Loudest value.

Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 2/2/2022
Case Description: Paving
---- Receptor #1 ----
Description Land Use
Reference at 50 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Paver No 50 77.2 50 0
Drum Mixer No 50 80 50 0
Drum Mixer No 50 80 50 0
Drum Mixer No 50 80 50 0
Drum Mixer No 50 80 50 0
Roller No 20 80 50 0
Backhoe No 40 77.6 50 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Paver 77.2 74.2
Drum Mixer 80 77
Drum Mixer 80 77
Drum Mixer 80 77
Drum Mixer 80 77
Roller 80 73
Backhoe 77.6 73.6
Total 80 84.3
*Calculated Lmax is the Loudest value.
---- Receptor #2 ----
Description Land Use
Reference at 100 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Paver No 50 77.2 100 0
Drum Mixer No 50 80 100 0
Drum Mixer No 50 80 100 0
Drum Mixer No 50 80 100 0
Drum Mixer No 50 80 100 0
Roller No 20 80 100 0
Backhoe No 40 77.6 100 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Paver 71.2 68.2
Drum Mixer 74 71
Drum Mixer 74 71
Drum Mixer 74 71
Drum Mixer 74 71
Roller 74 67
Backhoe 71.5 67.6
Total 74 78.3
*Calculated Lmax is the Loudest value.
---- Receptor #3 ----
Description Land Use
Reference at 500 feet Residential
Equipment
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%) (dBA) (dBA) (feet) (dBA)
Paver No 50 77.2 500 0
Drum Mixer No 50 80 500 0
Drum Mixer No 50 80 500 0
Drum Mixer No 50 80 500 0
Drum Mixer No 50 80 500 0
Roller No 20 80 500 0
Backhoe No 40 77.6 500 0
Results
Calculated (dBA)
Equipment *Lmax Leq
Paver 57.2 54.2
Drum Mixer 60 57
Drum Mixer 60 57
Drum Mixer 60 57
Drum Mixer 60 57
Roller 60 53
Backhoe 57.6 53.6
Total 60 64.3
*Calculated Lmax is the Loudest value.

TRAFFIC NOISE LEVELS
Project Name: Compton Station TOD Project
Background Information
Model Description: FHWA Highway Noise Prediction Model with California Vehicle Noise (CALVENO) Emission Levels.

Analysis Scenario(s): Existing (2019), Future (2040) Without Project, Future (2040) With Project Source of Traffic Volumes: iteris Project Traffic Study Community Noise Descriptor: X
(Ldn) (CNEL)
Assumed 24-Hour Traffic Distribution: Day Evening Night Total ADT Volumes 77.70% 12.70% 9.60%
Medium-Duty Trucks 87.43% 5.05% 7.52%
Heavy-Duty Trucks 89.10% 2.84% 8.06%
Traffic Noise Levels
Analysis Condition Peak Design Dist. from Barrier Vehicle Mix Peak Hour 24-Hour Roadway Name Median Hour ADT Speed Center to Alpha Attn. Medium Heavy dB(A) dB(A) Roadway Segment Lanes Width Volume Volume (mph) Receptor1 Factor dB(A) Trucks Trucks Leq CNEL
Existing (2019) Traffic Noise
Rosecrans Ave.
west of Willowbrook Ave. 4 10 22,600 40 50 0 0 1.8% 0.7% 0.0 70.2 between Willowbrook Ave. & Alameda St. 4 10 26,000 40 50 0 0 1.8% 0.7% 0.0 70.8 between Alameda St. & Santa Fe Ave. 4 10 22,000 40 50 0 0 1.8% 0.7% 0.0 70.1 Elm St.
between Alameda St. & Santa Fe Ave. 2 0 5,800 25 50 0 0 1.8% 0.7% 0.0 59.4 Palmer St.
between Alameda St. & Santa Fe Ave. 2 0 3,500 30 50 0 0 1.8% 0.7% 0.0 58.9 Compton Blvd.
between Matthisen Ave. & Acacia Ave. 4 10 18,000 35 50 0 0 1.8% 0.7% 0.0 67.8 between Acacia Ave. & Willowbrook Ave. 4 10 18,100 35 50 0 0 1.8% 0.7% 0.0 67.8 between Willowbrook Ave. & Alameda St. 4 10 15,800 35 50 0 0 1.8% 0.7% 0.0 67.2 between Alameda St. & Santa Fe Ave. 4 10 16,800 35 50 0 0 1.8% 0.7% 0.0 67.5 Myrrh St.
between Willowbrook Ave. & Alameda St. 2 0 8,700 25 50 0 0 1.8% 0.7% 0.0 61.1 Acacia Ave.
between Compton Blvd. & Myrhh St. 2 0 5,900 25 50 0 0 1.8% 0.7% 0.0 59.4 Willowbrook Ave. (west)
between Rosecrans Ave. & Compton Blvd. 2 0 3,700 40 50 0 0 1.8% 0.7% 0.0 61.9 between Compton Blvd. & Myrrh St. 2 0 3,200 40 50 0 0 1.8% 0.7% 0.0 61.3 Willowbrook Ave. (east)
south of Rosecrans Ave. 2 0 2,700 30 50 0 0 1.8% 0.7% 0.0 57.8 between Compton Blvd. & Myrrh St. 2 0 2,400 30 50 0 0 1.8% 0.7% 0.0 57.3 Alameda St. (west)
between Rosecrans Ave. & Compton Blvd. 4 0 16,900 30 50 0 0 1.8% 0.7% 0.0 66.0 between Compton Blvd. & Myrrh St. 4 0 15,000 30 50 0 0 1.8% 0.7% 0.0 65.5 Alameda St. (east)
between Rosecrans Ave. & Compton Blvd. 2 0 3,900 35 50 0 0 1.8% 0.7% 0.0 60.7 between Compton Blvd. & Myrrh St. 2 0 4,100 35 50 0 0 1.8% 0.7% 0.0 60.9 Santa Fe Ave.
between Rosecrans Ave. & Compton Blvd. 4 10 16,300 40 50 0 0 1.8% 0.7% 0.0 68.8 Compton Station TOD Project March 2022
Traffic Noise Levels
Analysis Condition Peak Design Dist. from Barrier Vehicle Mix Peak Hour 24-Hour Roadway Name Median Hour ADT Speed Center to Alpha Attn. Medium Heavy dB(A) dB(A) Roadway Segment Lanes Width Volume Volume (mph) Receptor1 Factor dB(A) Trucks Trucks Leq CNEL
Future (2040) Without Project Traffic Noise
Rosecrans Ave.
west of Willowbrook Ave. 4 10 24,080 40 50 0 0 1.8% 0.7% 0.0 70.5 between Willowbrook Ave. & Alameda St. 4 10 27,710 40 50 0 0 1.8% 0.7% 0.0 71.1 between Alameda St. & Santa Fe Ave. 4 10 23,440 40 50 0 0 1.8% 0.7% 0.0 70.4 Elm St.
between Alameda St. & Santa Fe Ave. 2 0 6,180 25 50 0 0 1.8% 0.7% 0.0 59.6 Palmer St.
between Alameda St. & Santa Fe Ave. 2 0 3,730 30 50 0 0 1.8% 0.7% 0.0 59.2 Compton Blvd.
between Matthisen Ave. & Acacia Ave. 4 10 19,180 35 50 0 0 1.8% 0.7% 0.0 68.1 between Acacia Ave. & Willowbrook Ave. 4 10 19,290 35 50 0 0 1.8% 0.7% 0.0 68.1 between Willowbrook Ave. & Alameda St. 4 10 16,840 35 50 0 0 1.8% 0.7% 0.0 67.5 between Alameda St. & Santa Fe Ave. 4 10 17,900 35 50 0 0 1.8% 0.7% 0.0 67.8 Myrrh St.
between Willowbrook Ave. & Alameda St. 2 0 9,270 25 50 0 0 1.8% 0.7% 0.0 61.4 Acacia Ave.
between Compton Blvd. & Myrhh St. 2 0 6,290 25 50 0 0 1.8% 0.7% 0.0 59.7 Willowbrook Ave. (west)
between Rosecrans Ave. & Compton Blvd. 2 0 3,940 40 50 0 0 1.8% 0.7% 0.0 62.2 between Compton Blvd. & Myrrh St. 2 0 3,410 40 50 0 0 1.8% 0.7% 0.0 61.5 Willowbrook Ave. (east)
south of Rosecrans Ave. 2 0 2,880 30 50 0 0 1.8% 0.7% 0.0 58.1 between Compton Blvd. & Myrrh St. 2 0 2,560 30 50 0 0 1.8% 0.7% 0.0 57.6 Alameda St. (west)
between Rosecrans Ave. & Compton Blvd. 4 0 18,010 30 50 0 0 1.8% 0.7% 0.0 66.3 between Compton Blvd. & Myrrh St. 4 0 15,990 30 50 0 0 1.8% 0.7% 0.0 65.8 Alameda St. (east)
between Rosecrans Ave. & Compton Blvd. 2 0 4,160 35 50 0 0 1.8% 0.7% 0.0 61.0 between Compton Blvd. & Myrrh St. 2 0 4,370 35 50 0 0 1.8% 0.7% 0.0 61.2 Santa Fe Ave.
between Rosecrans Ave. & Compton Blvd. 4 10 17,370 40 50 0 0 1.8% 0.7% 0.0 69.1 Future (2040) With Project Traffic Noise
Rosecrans Ave.
west of Willowbrook Ave. 4 10 24,300 40 50 0 0 1.8% 0.7% 0.0 70.6 between Willowbrook Ave. & Alameda St. 4 10 29,500 40 50 0 0 1.8% 0.7% 0.0 71.4 between Alameda St. & Santa Fe Ave. 4 10 24,160 40 50 0 0 1.8% 0.7% 0.0 70.5 Elm St.
between Alameda St. & Santa Fe Ave. 2 0 10,340 25 50 0 0 1.8% 0.7% 0.0 61.9 Palmer St.
between Alameda St. & Santa Fe Ave. 2 0 2,930 30 50 0 0 1.8% 0.7% 0.0 58.1 Compton Blvd.
between Matthisen Ave. & Acacia Ave. 4 10 18,910 35 50 0 0 1.8% 0.7% 0.0 68.0 between Acacia Ave. & Willowbrook Ave. 4 10 16,780 35 50 0 0 1.8% 0.7% 0.0 67.5 between Willowbrook Ave. & Alameda St. 4 10 12,070 35 50 0 0 1.8% 0.7% 0.0 66.1 between Alameda St. & Santa Fe Ave. 4 10 15,320 35 50 0 0 1.8% 0.7% 0.0 67.1 Myrrh St.
between Willowbrook Ave. & Alameda St. 2 0 8,130 25 50 0 0 1.8% 0.7% 0.0 60.8 Acacia Ave.
between Compton Blvd. & Myrhh St. 2 0 6,910 25 50 0 0 1.8% 0.7% 0.0 60.1 Willowbrook Ave. (west)
between Rosecrans Ave. & Compton Blvd. 2 0 5,340 40 50 0 0 1.8% 0.7% 0.0 63.5 between Compton Blvd. & Myrrh St. 2 0 6,260 40 50 0 0 1.8% 0.7% 0.0 64.2 Willowbrook Ave. (east)
south of Rosecrans Ave. 2 0 9,740 30 50 0 0 1.8% 0.7% 0.0 63.4 between Compton Blvd. & Myrrh St. 2 0 5,030 30 50 0 0 1.8% 0.7% 0.0 60.5 Alameda St. (west)
between Rosecrans Ave. & Compton Blvd. 4 0 18,440 30 50 0 0 1.8% 0.7% 0.0 66.4 between Compton Blvd. & Myrrh St. 4 0 16,240 30 50 0 0 1.8% 0.7% 0.0 65.8 Alameda St. (east)
between Rosecrans Ave. & Compton Blvd. 2 0 0 35 50 0 0 1.8% 0.7% 0.0 0.0 between Compton Blvd. & Myrrh St. 2 0 4,030 35 50 0 0 1.8% 0.7% 0.0 60.8 Santa Fe Ave.
between Rosecrans Ave. & Compton Blvd. 4 10 18,540 40 50 0 0 1.8% 0.7% 0.0 69.4 1 Distance in feet from the roadway centerline to nearest receptor location.

Compton Station TOD Project March 2022
APPENDIX 3.12
Traffic Impact Analysis
Innovating Through Informatics™

Compton Station
Transit‐Oriented Development (TOD)
Traffic Impact Analysis
Draft Report

April 21, 2022

Submitted to:

J# 10490 | Prepared by Iteris, Inc.

Compton Station TOD
Traffic Impact Analysis
Draft Report

Iteris, Inc.  | 2

TABLE OF CONTENTS

1.0  Introduction .............................................................................................................................................. 4

1.1  Project Description ............................................................................................................................... 4

1.2  Study Area ............................................................................................................................................ 8

1.3  Study Periods ..................................................................................................................................... 10

2.0  Environmental Setting ............................................................................................................................ 10

2.1  Roadway Configurations .................................................................................................................... 10

2.2  Existing Public Transit ......................................................................................................................... 11

2.3  Existing Traffic Volumes ..................................................................................................................... 12

3.0  Traffic Operations Analysis Methodology .............................................................................................. 14

4.0  Existing Conditions ................................................................................................................................. 15

5.0  Buildout Year 2040 Without Project Conditions .................................................................................... 17

5.1  Buildout Year 2040 Traffic Volume Development ............................................................................. 17

5.2  Intersection LOS ................................................................................................................................. 17

6.0  Buildout Year 2040 With Project Conditions .......................................................................................... 19

6.1  Intersection Modifications ................................................................................................................. 19

6.2  Intersection LOS ................................................................................................................................. 22

7.0  Conclusions ............................................................................................................................................. 23 Appendix A – Existing Traffic Count Data ........................................................................................................... 24 Appendix B – LOS Calculation Sheets ................................................................................................................. 25 Appendix C – Buildout Year 2040 Intersection Volumes .................................................................................... 26

Compton Station TOD
Traffic Impact Analysis
Draft Report

Iteris, Inc.  | 3

TABLES
Table 1: Project Land Use Buildout ....................................................................................................................... 6 Table 2: Intersection Level of Service Definitions ............................................................................................... 14 Table 3: Existing Intersection Peak Hour LOS ..................................................................................................... 15 Table 4: Buildout Year 2040 Without Project Intersection Peak Hour LOS ........................................................ 18 Table 5: Buildout Year 2040 With Project Intersection Peak Hour LOS .............................................................. 22

FIGURES
Figure 1 – Project Location ................................................................................................................................... 5 Figure 2 – Project Development Sites ................................................................................................................... 7 Figure 3 – Study Intersections .............................................................................................................................. 9 Figure 4 – Existing Peak Hour Intersection Volumes .......................................................................................... 13 Figure 5 – Existing Intersection Lane Configurations .......................................................................................... 16 Figure 6 – Buildout Year 2040 With Project Intersection Lane Configurations .................................................. 21

Compton Station TOD
Traffic Impact Analysis
Draft Report

Iteris, Inc.  | 4

1.0 INTRODUCTION
This  traffic  impact  analysis  has  been  prepared  for  the  proposed  Compton  Station  Transit  Oriented Development (TOD) plan in the City of Compton. This analysis evaluates the operations of the surrounding circulation network, as potentially being impacted by the proposed project. This report provides key traffic information regarding existing and future traffic volumes, determination of Levels of Service (LOS), and an analysis of project effects at study intersections.

1.1 Project Description
The  project  consists  of  the  development  of  a  Specific  Plan  to  govern  development  of  a  mix  of  uses, including commercial, public/institutional, and residential uses. A Specific Plan serves as a regulatory tool for  the  City  of  Compton  to  guide  responsible  growth  and  development  that  maximizes  the  unique characteristics of a particular area. Table 1 summarizes the net project buildout per site.

The Compton A Line Station TOD encompasses the land parcels generally within a half‐mile radius of the existing Compton Station on Metro’s A Line in the City of Compton. The station is at‐grade and located between bidirectional segments of Willowbrook Avenue just  north of their intersection  with Compton Boulevard.  The  study  area  boundaries  roughly  extend  from  Matthisen  Avenue  on  the  west,  Santa  Fe Avenue on the east, Laurel, Myrrh, and Indigo Streets on the south, and Cressey, Douglas, and Peck Streets on the north.  Figure 1 shows the location of the Compton Station TOD area in relation to the surrounding street network.

Figure 1
Project Location
N

NOT TO SCALE
X Study Intersection
Legend
City Boundary
X Future Intersection
TOD Specific Plan Area
Compton A Line Station TOD
City of Compton
Traffic Impact Analysis
Harding St
68th St
Paramount Blvd
Orange Ave
Compton Blvd
Atlantic
Ave

WILDOMAR

TEMECULA

MENIFEE

MURRIETA
710
Elm St
Palmer St
W
illowbrook Ave
Acacia A
ve
Alameda St
Santa Fe
Ave
Rosecrans Ave
Oleander
Ave
Compton Blvd
at Wilmington Ave
Myrrh St
1 15
3 4
1 2
5 16
13 19
1514
17 12
18 9
3 8
12 11 84
13 10 11
14 76

Compton Station TOD
Traffic Impact Analysis
Draft Report

Iteris, Inc.  | 6

Table 1: Project Land Use Buildout
Sites
Net
Residential
(du)
Net
Commercial
(tsf)
Net Office
(tsf)
Net Hotel
(rooms)
Key Sites
Renaissance Center  600 ‐ 45  97
Civic Center  150  10   150
Towne Center  600 ‐ 18
409 N. Alameda St W  106  4
398 N. Willowbrook Ave E  77
117‐215 N. Willowbrook Ave W  27
458 S. Alameda St E  90
600 N. Alameda St E  78
Other Opportunity Districts
Compton Blvd, north side, Acacia to Willowbrook  75
Compton Blvd, both sides, east of Alameda  80  10
Compton Blvd, both sides, west of Acacia
Rosecrans Ave, north side, west of Willowbrook  15
Rosecrans Ave, south side, west of Willowbrook  80
Willowbrook Ave W, private  45
Between Rosecrans ‐ Palmer ‐ Willowbrook ‐ Alameda  45
Between Rosecrans ‐ Palmer ‐ Willowbrook ‐ Alameda, church Santa Fe/Laurel, NE corner  30
Santa Fe, Laurel to Myrrh  80
Other Projects
501/601 E Compton Blvd  290  54
TOTAL  2,468  15  97  150

Figure 2 shows the locations of the potential development sites included in the Compton A Line Station TOD Specific Plan.

*Only to be assessed if other study
intersections 7, 8, and/or 9 are
significantly impacted
N

NOT TO SCALE
Legend
Study Corridor
N

NOT TO SCALE
Eucalyptus
Ave
Existing Intersection
X

COUNTY OF RIVERSIDE

CITY OF

RANCHO MIRAGE

CITY OF

CATHEDRAL
CITY
Future Roadway
Suggested Intersection
per CVAG*
Figure 2
Project Opportunity Sites
Compton A Line Station TOD
City of Compton
Traffic Impact Analysis
X
8 98 9

Compton Station TOD
Traffic Impact Analysis
Draft Report

Iteris, Inc.  | 8

1.2 Study Area
The study area for analysis of the proposed project’s effects on circulation includes fifteen (15) signalized intersections in the project vicinity. The study intersections are illustrated in Figure 3 and are as follows:

1. Acacia Avenue/Compton Boulevard;

2. Willowbrook Avenue (West)/Rosecrans Avenue;

3. Wilowbrook Avenue (East)/Rosecrans Avenue;

4. Willowbrook Avenue (West)/Compton Boulevard;

5. Willowbrook Avenue (East)/Compton Boulevard;

6. Willowbrook Avenue (West)/Myrrh Street;

7. Willowbrook Avenue (East)/Myrrh Street;

8. Douglas Dollarhide Drive/Compton Boulevard;

9. Alameda Street (West)/Palmer Street;

10. Alameda Street (West)/Compton Boulevard;

11. Alameda Street (East)/Compton Boulevard;

12. Alameda Street (West)/Myrrh Street;

13. Alameda Street (East)/Myrrh Street;

14. Santa Fe Avenue/Rosecrans Avenue; and

15. Santa Fe Avenue/Compton Boulevard.

Figure 3
Study Intersections
N

NOT TO SCALE
X Study Intersection
Legend
City Boundary
X Future Intersection
TOD Specific Plan Area
Compton A Line Station TOD
City of Compton
Traffic Impact Analysis
Harding St
68th St
Paramount Blvd
Orange Ave
Compton Blvd
Atlantic
Ave

WILDOMAR

TEMECULA

MENIFEE

MURRIETA
710
Elm St
Palmer St
W
illowbrook
Ave
Acacia
Ave
Alameda St
Santa Fe
Ave
Rosecrans Ave
Oleander
Ave
Compton Blvd
at Wilmington Ave
Myrrh St
1 15
3 4
1 2
5 16
13 19
1514
17 12
18 9
3 8
12 11 84
13 10 11
14 76

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1.3 Study Periods
Traffic operations were evaluated for each of the following scenarios during the weekday a.m. (7:00 – 9:00) and p.m. (4:00 – 6:00) peak hours:

• Existing Conditions;
• Buildout Year 2040 Without Project Conditions; and
• Buildout Year 2040 With Project Conditions.

2.0 ENVIRONMENTAL SETTING
This section presents an overview of the existing roadway and transit system within the study area, and the methodology used to determine existing traffic volumes.

2.1 Roadway Configurations
The existing configuration of the roadways within the study area are described below:

 Compton Boulevard is a four‐lane roadway running in an east‐west direction that provides access to Compton Civic Center as well as the Compton Town Center and Renaissance shopping centers.

On‐street parking is provided on both sides of the roadway, and Class II bike lanes exist east of Alameda  Street  where  the  curb‐to‐curb  roadway  width  is  approximately  80  feet.  The  posted speed limit along Compton Boulevard is 35 miles per hour west of Alameda Street and 30 miles per hour east of Alameda Street.

 Rosecrans Avenue is a four‐lane roadway oriented in an east‐west direction. West of Willowbrook Avenue,  the  roadway  is  divided  by  a  raised  landscaped  median.  East  of  Willowbrook  Avenue,  the roadway is undivided in the study area. The posted speed limit is 40 miles per hour. The section of Rosecrans Avenue between Willowbrook Avenue and McDivitt Avenue is grade‐separated, with a four‐ lane undivided flyover flanked by one‐way coterminous frontage roads that are discontinuous at the Alameda  Corridor  trench.  The  roadway  generally  serves  low‐density  commercial  uses  as  well  as Rosecrans Elementary School, with several other schools in close proximity.

 Alameda  Street  is  a  north‐south  oriented  roadway  separated  into  bidirectional  eastern  and western portions, with the Alameda Corridor trench running in between. Alameda Street East is a two‐lane undivided roadway, while Alameda Street West is a four‐lane roadway intermittently divided  by  an  unraised  median.  Alameda  Street  East  has  a  posted  speed  limit  of  35  miles  per hours, while Alameda Street West has a posted speed limit of 40 miles per hour. Both segments of Alameda Street provide access to a variety of industrial uses, though Alameda Street West also provides access to the Compton Town Center and Renaissance shopping centers and Alameda Street East provides access to Wilson Park.

 Willowbrook  Avenue  is  a  north‐south  oriented  roadway  separated  into  bi‐directional  eastern  and western portions with the Metro Blue Line running in between the two. Both portions of Willowbrook

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Avenue are two‐lane undivided roadways. The posted speed limit is 35 miles per hour. The roadways generally serve residential uses on the opposite sides of the Blue Line tracks, but also provides access to the Compton Town Center and Renaissance shopping centers as well as the Compton Civic Center near its intersection with Compton Boulevard.

 Santa Fe Avenue is a four‐lane roadway oriented in a north‐south direction divided by both raised and unraised medians. On‐street parking provided on both sides of the road as well as Class II bike lanes. The posted speed limit is 40 miles per hour. Santa Fe Avenue serves primarily residential uses as well as a number of religious and educational institutions.

 Oleander Avenue is a two‐lane undivided roadway oriented in a north‐south direction with on‐street parking provided on both sides of the road. It is disjointed between Rosecrans Avenue and Compton Boulevard at Arbutus Street. It serves residential uses as well as Compton High School at Myrrh Street.

 Acacia Avenue is a north‐south oriented roadway that is two lanes between Rosecrans Avenue and Compton Boulevard and four lanes from Compton Boulevard south to Myrrh Street. There is on‐street parking provided on both sides of the road. It primarily serves residential uses, as well as Compton Civic Center and Compton High School.

 Elm Street is a two‐lane undivided roadway oriented in an east‐west direction with on‐street parking provided on both sides of the road. It crosses the Metro Blue Line tracks at Willowbrook Avenue and the Alameda Corridor trench at Alameda Street. It serves almost entirely residential uses, though at its western terminus provides access to Davis Middle School.

 Palmer  Street  is  a  four‐lane  undivided  roadway  oriented  in  an  east‐west  direction  with  on‐street parking provided on both sides of the road. Its primary segment has its western terminus at Alameda Street, crossing the railroad tracks and spanning the Alameda Corridor trench, and primarily serving residential  uses.  However,  there  is  a  small,  disjointed  three‐lane  segment  divided  by  an  unraised median that intersects Willowbrook Avenue at Metro Blue Line’s Compton Station.

 Myrrh Street is an east‐west oriented roadway, primarily two‐lane undivided, with one four‐lane block divided by a raised median between Acacia Avenue and Willowbrook Avenue. Within the study area, on‐street  parking  is  allowed  in  both  directions  between  Oleander  Avenue  and  Acacia  Avenue  and between Willowbrook Avenue and Alameda Street. Myrrh Street crosses the Metro Blue Line tracks at Willowbrook  Avenue  as  well  as  the  Alameda  Corridor  trench  at  Alameda  Street.  It  serves  a  mix  of industrial and residential uses, as well as the Compton Civic Center and Compton High School.

2.2 Existing Public Transit
The  Metro  A  Line  serves  the  TOD  area  via  the  Compton  Station  located  along  Willowbrook  Avenue approximately 500 feet north of Compton Boulevard. In 2018, the A Line had an average weekday ridership of

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64,648 and an average daily ridership of 32,075 on Saturdays and 29,013 on Sundays1.

In addition to the Metro A Line rail service, the area is served by multiple bus lines. Metro operates local bus lines on most major corridors seven days a week within the TOD study area, including Compton Boulevard, Rosecrans  Avenue,  Santa  Fe  Avenue,  and  Willowbrook  Avenue.  The  City  of  Compton’s  Renaissance  Transit System operates multiple routes that loop across the city and offer stops in the study area such as the Metro A  Line  Station,  Compton  Towne  Center,  and  Saint  Timothy’s  Episcopal  Church.  Service  is  provided  Monday through Friday, as well as Saturday. Finally, the City of Gardena’ G Trans Line 3 bus loops through the TOD Study Area and provides service 7 days a week.

Table 1 below lists the transit lines within the TOD study area along with route and service descriptions.

2.3 Existing Traffic Volumes
Existing  traffic  counts  were  collected  at  the  majority  of  the  intersections  in  October  2019  while  local schools were in session, avoiding any holiday‐related shifts in traffic patterns. Based on coordination with City staff, traffic counts were collected at 13 of the 15 intersections within or adjacent to the TOD area.

All intersection counts were conducted during the a.m. peak period (7:00 – 9:00) and p.m. peak period (4:00 – 6:00). Detailed traffic count data is included in Appendix A. Figure 4 shows the existing peak hour intersection  volumes.  Note  that  intersection  count  data  at  two  of  the  15  intersections  (Willowbrook Avenue  (West  and  East)/Myrrh  Street)  was  not  available  at  the  time  of  this  draft  report.  These intersections were added to the study after the 2019 traffic counts were collected.

1 Source: Metro Interactive Estimated Ridership Stats: http://isotp.metro.net/MetroRidership/IndexSys.aspx Compton Blvd
Elm St
Palmer St
W
illowbrook
Ave
Acacia
Ave
Alameda St
Santa Fe
Ave
Rosecrans Ave
Oleander
Ave
Myrrh St
15 2
5 9
3 12
1 84
13 10 11
14 76
Figure 4
Existing Peak Hour Intersection Volumes
N

NOT TO SCALE
City Boundary
X Future Intersection
X Study Intersection
Legend
AM/PM Peak Hour VolumeXX/XX
Compton A Line Station TOD
City of Compton
Traffic Impact Analysis
Paramount Blvd

WILDOMAR

TEMECULA

MENIFEE

MURRIETA
710
Compton Blvd

1. Wilmington Ave/
Compton Blvd

1. Acacia Ave/
Compton Blvd

2. Willowbrook Ave West/
Rosecrans Ave

3. Willowbrook Ave East/
Rosecrans Ave

4. Willowbrook Ave West/
Compton Blvd

5. Willowbrook Ave East/
Compton Blvd

8. Douglas Dollarhide Dr/
Compton Blvd

8. Alameda St West/
Elm St

9. Alameda St West/
Palmer St

10. Alameda St West/
Compton Blvd

11. Alameda St East
Compton Blvd

12. Alameda St West/
Myrrh St

13. Alameda St East
Myrrh St

14. Santa Fe Ave/
Rosecrans Ave

15. Santa Fe Ave/
Compton Blvd

6. Willowbrook Ave West/
Myrrh St

7. Willowbrook Ave East/
Myrrh St
Volumes not
currently available
Volumes not
currently available
117/117
511/822
163/168
147/128
771/482
125/92
105/168
551/961
132/108
160/132
753/479
141/161
128/170
88/103
84/121
64/57
120/57
18/15
18/22
611/942
183/72
160/71
778/575
33/59
19/33
100/150
10/18
150/96
144/96
38/28
13/22
897/1368
23/22
48/23
1216/786
164/133
28/11
53/103
34/24
208/139
120/75
50/40
42/79
989/1381
31/28
21/28
1359/905
109/126
17/13
87/126
9/14
162/118
67/47
20/35
637/1007
66/45
866/638
34/66
46/112
15/15
19/18
47/33
37/68
590/961
51/69
12/10
859/636
16/22
61/110
13/40
50/106
25/74
19/55
79/124
71/119
512/764
53/77
48/58
711/406
71/154
30/27
701/803
23/45
143/213
841/695
15/11
20/31
118/136
23/35
37/26
83/68
91/94
29/26
535/805
26/76
50/53
827/701
14/10
18/34
21/20
28/28
122/88
49/25
178/84
48/106
428/636
18/71
84/131
734/576
60/44
54/92
489/816
51/49
28/35
742/498
92/85
33/29
149/159
34/66
64/43
238/132
10/11
17/19
543/978
30/17
26/13
814/574
47/23
61/24
384/669
22/42
48/76
701/541
77/53
56/102
254/466
48/50
53/25
408/176
72/91
11/17
90/153
11/24
25/23
234/104
100/25
61/77
244/497
27/11
8/2
436/252
19/21
202/182
392/650
62/102
108/107
730/412
159/92
73/102
680/916
241/188
78/98
1002/715
75/74
104/99
416/786
120/214
75/125
986/446
65/62
40/82
462/885
149/81
189/79
807/457
131/129

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3.0 TRAFFIC OPERATIONS ANALYSIS METHODOLOGY
The quality of traffic operations is characterized using the concept of level of service (LOS). Level of service is defined by a range of grades from A (best) to F (worst). At intersections, LOS “A” represents relatively free  operating  conditions  with  little  or  no  delay.  LOS  “F”  is  characterized  by  extremely  unstable  flow conditions and severe congestion with volumes at or near the intersection’s design capacity. This results in long queues backing up from all approaches to intersections.

As a result of the study area consisting of multiple intersections with unique configurations, the study intersections were not analyzed using the Intersection
Capacity Utilization (ICU) methodology which is
typically  used  in  jurisdictions  within  Los  Angeles  County.  Rather,  all  study  intersections  were  analyzed using the Synchro software package which utilizes the Highway Capacity Manual (HCM) methodology and is more suited to evaluate unique intersection configurations. The HCM methodology uses average vehicle delay,  in  seconds,  as  the  metric  for  determining  intersection  LOS.  Table  1  presents  the  average  delay associated with each LOS grade as well as a qualitative description of intersection operations at that grade.

Table 2: Intersection Level of Service Definitions
Level
Of
Service
Description
Signalized
Intersection Delay
(seconds per
vehicle)
A

Excellent operation.  All approaches to the intersection appear quite open, turning movements are easily made, and nearly all drivers find freedom of operation.
< 10
B

Very good operation.  Many drivers begin to feel somewhat restricted within platoons of vehicles.  This represents stable flow.  An approach to an intersection may occasionally be fully utilized and traffic queues start to form. >10 and < 20
C
Good operation.  Occasionally drivers may have to wait more than 60 seconds, and back‐ups may develop behind turning vehicles.  Most drivers feel somewhat restricted.
>20 and < 35
D

Fair operation.  Cars are sometimes required to wait more than 60 seconds during short peaks.  There are no long‐standing traffic queues.   >35 and < 55 E

Poor operation.  Some long‐standing vehicular queues develop on critical approaches to intersections.  Delays may be up to several minutes.  >55 and < 80 F

Forced flow.  Represents jammed conditions.  Backups form locations downstream or on the cross street may restrict or prevent movement of vehicles out of the intersection approach lanes; therefore, volumes carried are not predictable.  Potential for stop and go type traffic flow. > 80
Source: Highway Capacity Manual

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4.0 EXISTING CONDITIONS
A level of service analysis was conducted to evaluate existing intersection operations during the a.m. and p.m. peak hours at study intersections. As mentioned, traffic counts used in this analysis were collected in  October  2019,  before  the  COVID‐19  pandemic.  Figure  5  summarizes  the  existing  intersection  lane configurations. Table 3 summarizes the existing LOS at the study intersections. LOS calculation sheets are provided in Appendix B.

Table 3: Existing Intersection Peak Hour LOS
Intersection  Control Type
AM Peak Hour  PM Peak Hour
Delay (s)  LOS  Delay (s)  LOS
1  Acacia Ave/Compton Blvd  Signalized  24.6  C  23.0  C 2  Willowbrook Ave (West)/Rosecrans Ave  Signalized  12.1  B  14.0  B 3  Willowbrook Ave (East)/Rosecrans Ave  Signalized  17.8  B  11.0  B 4  Willowbrook Ave (West)/Compton Blvd  Signalized  10.9  B  9.7  A 5  Willowbrook Ave (East)/Compton Blvd  Signalized  9.6  A  7.4  A 6  Willowbrook Ave (West)/Myrrh St  Signalized ‐   ‐   ‐   ‐ 7  Willowbrook Ave (East)/Myrrh St  Signalized ‐   ‐   ‐   ‐ 8  Douglas Dollarhide Dr/Compton Blvd  Signalized  23.2  C  24.7  C 9  Alameda St (West)/Palmer St  Signalized  14.7  B  14.3  B 10  Alameda St (West)/Compton Blvd  Signalized  27.9  C  37.2  D 11  Alameda St (East)/Compton Blvd  Signalized  24.8  C  24.7  C 12  Alameda St (West)/Myrrh St  Signalized  18.9  B  18.4  B 13  Alameda St (East)/Myrrh St  Signalized  20.2  C  11.3  B 14  Santa Fe Ave/Rosecrans Ave  Signalized  38.7  D  35.9  D 15  Santa Fe Ave/Compton Blvd  Signalized  35.4  D  31.9  C Notes:
s = seconds, LOS = Level of Service.

As shown in Table 3, the study intersections are currently operating at LOS D or better.

Compton Blvd
Elm St
Palmer St
W
illowbrook
Ave
Acacia
Ave
Alameda St
Santa Fe
Ave
Rosecrans Ave
Oleander
Ave
Myrrh St
15 3
6 9
4 8
12 2
1 7
5 13
10 11
14 Figure 5
Existing Intersection Lane Configurations
N

NOT TO SCALE
City Boundary
X Future Intersection
X Study Intersection
Legend
AM/PM Peak Hour VolumeXX/XX
Compton A Line Station TOD
City of Compton
Traffic Impact Analysis
Paramount Blvd

WILDOMAR

TEMECULA

MENIFEE

MURRIETA
710
Compton Blvd

1. Acacia Ave/
Compton Blvd

2. Willowbrook Ave West/
Rosecrans Ave

3. Willowbrook Ave East/
Rosecrans Ave

4. Willowbrook Ave West/
Compton Blvd

5. Willowbrook Ave East/
Compton Blvd

6. Willowbrook Ave West/
Myrrh St

7. Willowbrook Ave East/
Myrrh St

8. Douglas Dollarhide Dr/
Compton Blvd

9. Alameda St West/
Palmer St

10. Alameda St West/
Compton Blvd

11. Alameda St East/
Compton Blvd

12. Alameda St West/
Myrrh St

13. Alameda St East/
Myrrh St

14. Santa Fe Ave/
Rosecrans Ave

15. Santa Fe Ave/
Compton Blvd

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5.0 BUILDOUT YEAR 2040 WITHOUT PROJECT CONDITIONS
This section presents the analysis of buildout year 2040 traffic conditions without the proposed project.

The methodology for developing the future traffic volumes forecasts is discussed and intersection levels of service are calculated assuming circulation network conditions similar to existing within the study area.

5.1 Buildout Year 2040 Traffic Volume Development
Buildout  year  2040  without  project  traffic  volumes  were  developed  using  the  Southern  California Association of Governments (SCAG)  RTP/SCS regional travel‐demand  model. The SCAG  model includes long‐range land use projections for the six‐county SCAG region, including buildout projections within the City of Compton per the currently adopted General Plan. Peak period roadway link volumes in the model’s base  year  and  forecast  year  scenarios  were  compared  in  order  to  develop  the  estimated  growth  in ambient traffic within the area. The circulation network in the study area is assumed to be similar to the existing conditions network. The results of the model runs showed a growth in traffic of approximately seven percent between the base year and forecast year scenarios.

5.2 Intersection LOS
Utilizing the peak hour traffic volumes developed as described, a level of service analysis was conducted to evaluate buildout year  2040 without project intersection operations during the a.m. and p.m. peak hours. Peak hour intersection volumes are provided in Appendix C. Table 4 summarizes the buildout year 2040 without project LOS at the study intersections. LOS calculation sheets are included in Appendix B.

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Table 4: Buildout Year 2040 Without Project Intersection Peak Hour LOS Intersection  Control Type
AM Peak Hour  PM Peak Hour
Delay (s)  LOS  Delay (s)  LOS
1  Acacia Ave/Compton Blvd  Signalized  25.6  C  24.0  C 2  Willowbrook Ave (West)/Rosecrans Ave  Signalized  13.1  B  14.9  B 3  Willowbrook Ave (East)/Rosecrans Ave  Signalized  20.1  C  11.6  B 4  Willowbrook Ave (West)/Compton Blvd  Signalized  11.4  B  10.0  B 5  Willowbrook Ave (East)/Compton Blvd  Signalized  9.3  A  7.6  A 6  Willowbrook Ave (West)/Myrrh St  Signalized  ‐  ‐  ‐  ‐ 7  Willowbrook Ave (East)/Myrrh St  Signalized  ‐  ‐  ‐  ‐ 8  Douglas Dollarhide Dr/Compton Blvd  Signalized  24.1  C  25.4  C 9  Alameda St (West)/Palmer St  Signalized  15.5  B  15.1  B 10  Alameda St (West)/Compton Blvd  Signalized  29.2  C  39.9  D 11  Alameda St (East)/Compton Blvd  Signalized  25.7  C  25.9  C 12  Alameda St (West)/Myrrh St  Signalized  20.5  C  19.1  B 13  Alameda St (East)/Myrrh St  Signalized  22.5  C  12.3  B 14  Santa Fe Ave/Rosecrans Ave  Signalized  43.6  D  40.6  D 15  Santa Fe Ave/Compton Blvd  Signalized  40.8  D  34.0  C Notes:
s = seconds, LOS = Level of Service.

As shown in Table 4, with the ambient growth in the study area, the study intersections are forecast to continue to operate at LOS D or better during the peak hours.

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6.0 BUILDOUT YEAR 2040 WITH PROJECT CONDITIONS
This  section  presents  the  analysis  traffic  operations  with  the  proposed  project  in  buildout  year  2040 conditions.  Similar  to  the  “without  project”  condition,  buildout  year  2040  with  project  traffic  volumes were developed using the SCAG RTP/SCS regional travel‐demand model. The TOD buildout land use plan developed  by  the  project  team,  as  approved  by  the  City,  was  included  within  the  appropriate Transportation Analysis Zones (TAZ’s) in the model. In addition to buildout land use, the TOD plan includes circulation network modifications to enhance multimodal mobility and connectivity. These modifications include the following:

 Compton Walk Project, which includes a lane reduction along Compton Boulevard between Acacia Avenue and Santa Fe Avenue
 Conversion of Willowbrook Avenue (West and East) to a reverse couplet configuration between Rosecrans Avenue and Myrrh Street. The reverse couplet would consist of one‐way northbound traffic flow on Willowbrook Avenue West and one‐way southbound traffic flow on Willowbrook Avenue East.
 Roadway  reconfiguration  on  Acacia  Avenue  to  include  a  lane  reduction  between  Compton Boulevard and Myrrh Street
 Conversion of Alameda Street East to a pedestrian and bicycle only corridor between Rosecrans Avenue and Compton Boulevard
 Extension  of  Tamarind  Avenue  through  the  Renaissance  site  to  Compton  Boulevard,  south through the Towne Center site
 Extension of the frontage road portion of Rosecrans Avenue, south of the main Rosecrans Avenue, from Alameda Street West across the trench to connect with Alameda Street East.

Given  the  buildout  land  use  plan,  where  opportunities  sites  are  spread  out  within  the  TOD area,  and
multiple circulation network modifications (one‐way traffic flow, removed lanes or roadways, etc), traffic patterns in the study area would be altered from current patterns. Thus, use of the SCAG RTP/SCS regional travel‐demand model for  generation of new vehicle trips and trip distribution is the  most  appropriate method of traffic volume development. Peak hour intersection volumes are provided in Appendix C.

6.1 Intersection Modifications
As part of the roadway network changes within the TOD plan, several intersection lane configurations would be modified. The following generally describes the modifications at the intersections:

 #1 Acacia Avenue/Compton Boulevard – As a result of the Compton Walk project, the eastbound Compton Boulevard approach would be modified to consist of one left‐turn lane, one through lane, and one right‐turn lane.
 #2  and  3  Willowbrook  Avenue  (West  and  East)/Rosecrans  Avenue  –  With  the  reverse  couplet configuration,  at  Willowbrook  Avenue  West,  the  southbound  through  movement,  eastbound right‐turn movement, and westbound left‐turn movement would be removed. At Willowbrook

Compton Station TOD
Traffic Impact Analysis
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Iteris, Inc.  | 20

Avenue East, the northbound approach would be removed.
 #4 and 5 Willowbrook Avenue (West and East)/Compton Boulevard – With the reverse couplet configuration,  the  southbound  approach  at  Willowbrook  Avenue  West  and  the  northbound approach at Willowbrook Avenue East would be removed.
 #6  and  7  Willowbrook  Avenue  (West  and  East)/Myrrh  Street  –  With  the  reverse  couplet configuration, the southbound approach along Willowbrook Avenue West would be removed. At Willowbrook  Avenue  East,  the  through  movement  at  the  northbound  approach  would  be removed.
 #8 Tamarind Avenue (Douglass Dollarhide Drive)/Compton Boulevard – As a result of the Compton Walk project, the eastbound and westbound Compton Boulevard approaches would be modified to consist of one left‐turn lane, one through lane, and one right‐turn lane.  #11 Alameda Street (East)/Compton Boulevard – With the conversion of Alameda Street East to a pedestrian/bicycle‐only facility north of Compton Boulevard, the southbound vehicle approach would be removed.
 #15  Santa  Fe  Avenue/Compton  Boulevard  –  As  a  result  of  the  Compton  Walk  project,  the westbound Compton Boulevard approach would be modified to consist of one left‐turn lane, one through lane, and one right‐turn lane.

Figure 6 shows the intersection lane configurations for buildout year 2040 with project conditions, for the
modified intersections described.

Compton Blvd
Elm St
Palmer St
W
illowbrook
Ave
Acacia
Ave
Alameda St
Santa Fe
Ave
Rosecrans Ave
Oleander
Ave
Myrrh St
15 3
6 9
4 8
12 2
1 7
5 13
10 11
14 Figure 6
Buildout Year 2040 With Project Intersection Lane Configurations N

NOT TO SCALE
City Boundary
X Future Intersection
X Study Intersection
Legend
AM/PM Peak Hour VolumeXX/XX
Compton A Line Station TOD
City of Compton
Traffic Impact Analysis
Paramount Blvd

WILDOMAR

TEMECULA

MENIFEE

MURRIETA
710

1. Acacia Ave/
Compton Blvd

2. Willowbrook Ave West/
Rosecrans Ave

3. Willowbrook Ave East/
Rosecrans Ave

4. Willowbrook Ave West/
Compton Blvd

5. Willowbrook Ave East/
Compton Blvd

6. Willowbrook Ave West/
Myrrh St

7. Willowbrook Ave East/
Myrrh St

8. Douglas Dollarhide Dr/
Compton Blvd

9. Alameda St West/
Palmer St

10. Alameda St West/
Compton Blvd

11. Alameda St East/
Compton Blvd

12. Alameda St West/
Myrrh St

13. Alameda St East/
Myrrh St

14. Santa Fe Ave/
Rosecrans Ave

15. Santa Fe Ave/
Compton Blvd
No Change
from Existing
No Change
from Existing
No Change
from Existing
No Change
from Existing
One-way
flow
One-way
flow

Compton Station TOD
Traffic Impact Analysis
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6.2 Intersection LOS
Table 5 summarizes the buildout year 2040 with project LOS at the study intersections. LOS calculation sheets are included in Appendix B.

Table 5: Buildout Year 2040 With Project Intersection Peak Hour LOS Intersection  Control Type
AM Peak Hour  PM Peak Hour
Delay (s)  LOS  Delay (s)  LOS
1  Acacia Ave/Compton Blvd  Signalized  32.9  C  35.7  D 2  Willowbrook Ave (West)/Rosecrans Ave  Signalized  15.2  B  17.4  B 3  Willowbrook Ave (East)/Rosecrans Ave  Signalized  26.7  C  17.0  B 4  Willowbrook Ave (West)/Compton Blvd  Signalized  17.5  B  19.3  B 5  Willowbrook Ave (East)/Compton Blvd  Signalized  17.1  B  12.4  B 6  Willowbrook Ave (West)/Myrrh St  Signalized  ‐  ‐  ‐  ‐ 7  Willowbrook Ave (East)/Myrrh St  Signalized  ‐  ‐  ‐  ‐ 8  Douglas Dollarhide Dr/Compton Blvd  Signalized  32.8  C  37.7  D 9  Alameda St (West)/Palmer St  Signalized  37.7  D  49.3  D 10  Alameda St (West)/Compton Blvd  Signalized  52.1  D  77.4  E 11  Alameda St (East)/Compton Blvd  Signalized  41.4  D  75.5  E 12  Alameda St (West)/Myrrh St  Signalized  64.5  E  28.9  C 13  Alameda St (East)/Myrrh St  Signalized  54.7  D  13.7  B 14  Santa Fe Ave/Rosecrans Ave  Signalized  60.8  E  48.9  D 15  Santa Fe Ave/Compton Blvd  Signalized  87.8  F  37.7  D Notes:
s = seconds, LOS = Level of Service.

As shown in Table 5, as a result of land use buildout and roadway capacity reduction, a few intersections along Alameda Street and Santa Fe Avenues are forecast to operate at LOS E or F in a particular peak hour.

Intersection LOS E, and sometimes LOS F, is considered, in many jurisdictions, to be acceptable operations along  major  arterials  within  urban  downtown  areas  and/or  transit‐oriented  districts  during  peak commuting hours. The reasoning is that motorist expectations of travel speeds and delay are different in areas with high density land use than in lower density areas, during the peak weekday commuting hours.

One of the overarching goals of the Specific Plan is to create a district that is viewed as a destination, serving multiple modes of transportation, rather than a “pass‐through” area to only serve vehicle traffic at  high  speeds.  However,  a  trade‐off  that  comes  with  this  approach  is  that  vehicle  delay  at  signalized intersections,  where  roadway  striping  has  been  converted  to  better  serve  multimodal  transportation, increases as compared to current conditions.

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Iteris, Inc.  | 23

A  potential  improvement  measure  at  the  Alameda  Street  (West  and  East)/Compton  Boulevard intersection  pair  could  be  to  remove  the  northbound  left‐turn  movement  at  the  Alameda  Street  East intersection, resulting in only a northbound right‐turn movement. This movement could then coincide (i.e., overlap) with the westbound left‐turn movement. Removal of the northbound left‐turn movement would  then  reduce  volumes  at  the  westbound  through  movement  of  the  Alameda  Street  West intersection. However, the traffic volumes removed from the northbound left‐turn movement at Alameda Street  East  would  likely  divert  to  the  northbound  left‐turn  movement  at  the  Alameda  Street  West intersection.

7.0 CONCLUSIONS
The  project  consists  of  the  development  of  a  Compton  A  Line  Station  TOD  Specific  Plan  to  govern development of a mix of uses, including commercial, public/institutional, and residential uses. The TOD encompasses  the  land  parcels  generally  within  a  half‐mile  radius  of  the  existing  Compton  Station  on Metro’s A Line in the City of Compton.

The  study  intersections  in  the  vicinity  of  the  Compton  Station,  evaluated  in  the  report,  are  currently operating at  LOS D or better during  peak hour. With the ambient growth in  the study area, the study intersections are forecast to continue to operate at LOS D or better during the peak hours in buildout year
2040 without project conditions.

In  addition  to  buildout  land  use,  the  TOD  plan  includes  circulation  network  modifications  to  enhance multimodal mobility and connectivity. As a result of land use buildout and roadway capacity modifications, a few intersections along Alameda Street and Santa Fe
Avenues are forecast to operate at LOS E or F in a
particular peak hour. Intersection LOS E, and sometimes LOS F, is considered, in many jurisdictions, to be acceptable  operations  along  major  arterials  within  urban  downtown  areas  and/or  transit‐oriented districts during peak commuting hours. The reasoning is that motorist expectation of travel speeds and delay are different in areas with high density land use than in low density areas, during the peak weekday commuting hours.

One of the overarching goals of the Specific Plan is to create a district that is viewed as a destination, serving multiple modes of
transportation, rather than a “pass‐through” area to only serve vehicle traffic at  high  speeds.  However,  a  trade‐off  that  comes  with  this  approach  is  that  vehicle  delay  at  signalized intersections,  where  roadway  striping  has  been  converted  to  better  serve  multimodal  transportation, increases as compared to current conditions.

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Traffic Impact Analysis

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APPENDIX A – EXISTING TRAFFIC COUNT DATA

File Name : 02_CPT_Acacia_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Acacia Avenue
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Acacia Avenue
Southbound
Compton Boulevard
Westbound
Acacia Avenue
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 14 7 7 28 14 151 4 169 13 3 13 29 1 96 16 113 339 07:15 AM 14 11 3 28 25 144 12 181 18 4 8 30 1 120 26 147 386 07:30 AM 19 19 9 47 40 170 9 219 36 15 13 64 2 129 36 167 497 07:45 AM 12 38 3 53 42 231 9 282 36 24 15 75 7 160 49 216 626 Total 59 75 22 156 121 696 34 851 103 46 49 198 11 505 127 643 1848 08:00 AM 15 46 3 64 38 196 5 239 30 29 34 93 2 174 47 223 619 08:15 AM 18 17 3 38 40 181 10 231 26 20 22 68 7 148 51 206 543 08:30 AM 16 13 4 33 34 161 9 204 38 16 16 70 1 116 43 160 467 08:45 AM 11 7 4 22 26 162 7 195 18 10 23 51 1 108 37 146 414 Total 60 83 14 157 138 700 31 869 112 75 95 282 11 546 178 735 2043 Grand Total 119 158 36 313 259 1396 65 1720 215 121 144 480 22 1051 305 1378 3891 Apprch % 38 50.5 11.5 15.1 81.2 3.8 44.8 25.2 30 1.6 76.3 22.1 Total % 3.1 4.1 0.9 8 6.7 35.9 1.7 44.2 5.5 3.1 3.7 12.3 0.6 27 7.8 35.4 Acacia Avenue
Southbound
Compton Boulevard
Westbound
Acacia Avenue
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 19 19 9 47 40 170 9 219 36 15 13 64 2 129 36 167 497 07:45 AM 12 38 3 53 42 231 9 282 36 24 15 75 7 160 49 216 626 08:00 AM 15 46 3 64 38 196 5 239 30 29 34 93 2 174 47 223 619 08:15 AM 18 17 3 38 40 181 10 231 26 20 22 68 7 148 51 206 543 Total Volume 64 120 18 202 160 778 33 971 128 88 84 300 18 611 183 812 2285 % App. Total 31.7 59.4 8.9 16.5 80.1 3.4 42.7 29.3 28 2.2 75.2 22.5 PHF .842 .652 .500 .789 .952 .842 .825 .861 .889 .759 .618 .806 .643 .878 .897 .910 .913 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_CPT_Acacia_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Acacia Avenue
E/W: Compton Boulevard
Weather: Clear
Acacia Avenue
Compton Boulevard
Compton Boulevard
Acacia Avenue
Right
18 Thru
120
Left
64 InOut Total
139 202 341
Right
33 Thru
778
Left
160
OutTotal In
759 971 1730
Left
128
Thru
88 Right
84 Out TotalIn
463 300 763
Left
18 Thru
611
Right
183
TotalOut In
924 812 1736
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:45 AM 07:30 AM
+0 mins. 19 19 9 47 40 170 9 219 36 24 15 75 2 129 36 167 +15 mins. 12 38 3 53 42 231 9 282 30 29 34 93 7 160 49 216 +30 mins. 15 46 3 64 38 196 5 239 26 20 22 68 2 174 47 223 +45 mins. 18 17 3 38 40 181 10 231 38 16 16 70 7 148 51 206 Total Volume 64 120 18 202 160 778 33 971 130 89 87 306 18 611 183 812 % App. Total 31.7 59.4 8.9 16.5 80.1 3.4 42.5 29.1 28.4 2.2 75.2 22.5 PHF .842 .652 .500 .789 .952 .842 .825 .861 .855 .767 .640 .823 .643 .878 .897 .910 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_CPT_Acacia_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Acacia Avenue
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Acacia Avenue
Southbound
Compton Boulevard
Westbound
Acacia Avenue
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 16 7 4 27 17 123 12 152 44 19 38 101 3 223 23 249 529 04:15 PM 19 12 4 35 13 134 15 162 47 28 25 100 7 227 24 258 555 04:30 PM 13 15 4 32 16 160 10 186 48 25 49 122 9 226 12 247 587 04:45 PM 11 10 3 24 23 143 19 185 26 19 24 69 4 266 15 285 563 Total 59 44 15 118 69 560 56 685 165 91 136 392 23 942 74 1039 2234 05:00 PM 14 20 4 38 19 138 15 172 49 31 23 103 2 223 21 246 559 05:15 PM 6 12 3 21 17 132 13 162 51 24 21 96 3 211 28 242 521 05:30 PM 19 14 2 35 11 119 11 141 36 23 27 86 7 215 21 243 505 05:45 PM 12 19 4 35 11 130 12 153 24 20 25 69 8 241 13 262 519 Total 51 65 13 129 58 519 51 628 160 98 96 354 20 890 83 993 2104 Grand Total 110 109 28 247 127 1079 107 1313 325 189 232 746 43 1832 157 2032 4338 Apprch % 44.5 44.1 11.3 9.7 82.2 8.1 43.6 25.3 31.1 2.1 90.2 7.7 Total % 2.5 2.5 0.6 5.7 2.9 24.9 2.5 30.3 7.5 4.4 5.3 17.2 1 42.2 3.6 46.8 Acacia Avenue
Southbound
Compton Boulevard
Westbound
Acacia Avenue
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 19 12 4 35 13 134 15 162 47 28 25 100 7 227 24 258 555 04:30 PM 13 15 4 32 16 160 10 186 48 25 49 122 9 226 12 247 587 04:45 PM 11 10 3 24 23 143 19 185 26 19 24 69 4 266 15 285 563 05:00 PM 14 20 4 38 19 138 15 172 49 31 23 103 2 223 21 246 559 Total Volume 57 57 15 129 71 575 59 705 170 103 121 394 22 942 72 1036 2264 % App. Total 44.2 44.2 11.6 10.1 81.6 8.4 43.1 26.1 30.7 2.1 90.9 6.9 PHF .750 .713 .938 .849 .772 .898 .776 .948 .867 .831 .617 .807 .611 .885 .750 .909 .964 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_CPT_Acacia_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Acacia Avenue
E/W: Compton Boulevard
Weather: Clear
Acacia Avenue
Compton Boulevard
Compton Boulevard
Acacia Avenue
Right
15 Thru
57 Left
57 InOut Total
184 129 313
Right
59 Thru
575
Left
71 OutTotal In
1120 705 1825
Left
170
Thru
103
Right
121
Out TotalIn
200 394 594
Left
22 Thru
942
Right
72 TotalOut In
760 1036 1796
Peak Hour Begins at 04:15 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:15 PM 04:00 PM
+0 mins. 19 12 4 35 13 134 15 162 47 28 25 100 3 223 23 249 +15 mins. 13 15 4 32 16 160 10 186 48 25 49 122 7 227 24 258 +30 mins. 11 10 3 24 23 143 19 185 26 19 24 69 9 226 12 247 +45 mins. 14 20 4 38 19 138 15 172 49 31 23 103 4 266 15 285 Total Volume 57 57 15 129 71 575 59 705 170 103 121 394 23 942 74 1039 % App. Total 44.2 44.2 11.6 10.1 81.6 8.4 43.1 26.1 30.7 2.2 90.7 7.1 PHF .750 .713 .938 .849 .772 .898 .776 .948 .867 .831 .617 .807 .639 .885 .771 .911 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_CPT_Willow W_Rosecrans AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Willowbrook Avenue West
E/W: Rosecrans Avenue
Weather: Clear
Groups Printed- Total Volume
Willowbrook Avenue West
Southbound
Rosecrans Avenue
Westbound
Willowbrook Avenue West
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 30 18 11 59 5 217 25 247 4 13 1 18 2 171 5 178 502 07:15 AM 40 27 4 71 10 267 45 322 2 18 1 21 1 229 4 234 648 07:30 AM 41 28 8 77 14 364 37 415 3 28 2 33 2 208 6 216 741 07:45 AM 38 46 15 99 10 308 48 366 11 27 4 42 5 241 8 254 761 Total 149 119 38 306 39 1156 155 1350 20 86 8 114 10 849 23 882 2652 08:00 AM 31 43 11 85 14 277 34 325 3 27 3 33 5 219 5 229 672 08:15 AM 15 29 13 57 5 195 23 223 5 29 2 36 6 184 7 197 513 08:30 AM 36 24 7 67 3 201 16 220 8 19 5 32 4 193 1 198 517 08:45 AM 25 17 7 49 6 154 23 183 6 20 11 37 1 133 7 141 410 Total 107 113 38 258 28 827 96 951 22 95 21 138 16 729 20 765 2112 Grand Total 256 232 76 564 67 1983 251 2301 42 181 29 252 26 1578 43 1647 4764 Apprch % 45.4 41.1 13.5 2.9 86.2 10.9 16.7 71.8 11.5 1.6 95.8 2.6 Total % 5.4 4.9 1.6 11.8 1.4 41.6 5.3 48.3 0.9 3.8 0.6 5.3 0.5 33.1 0.9 34.6 Willowbrook Avenue West
Southbound
Rosecrans Avenue
Westbound
Willowbrook Avenue West
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 40 27 4 71 10 267 45 322 2 18 1 21 1 229 4 234 648 07:30 AM 41 28 8 77 14 364 37 415 3 28 2 33 2 208 6 216 741 07:45 AM 38 46 15 99 10 308 48 366 11 27 4 42 5 241 8 254 761 08:00 AM 31 43 11 85 14 277 34 325 3 27 3 33 5 219 5 229 672 Total Volume 150 144 38 332 48 1216 164 1428 19 100 10 129 13 897 23 933 2822 % App. Total 45.2 43.4 11.4 3.4 85.2 11.5 14.7 77.5 7.8 1.4 96.1 2.5 PHF .915 .783 .633 .838 .857 .835 .854 .860 .432 .893 .625 .768 .650 .930 .719 .918 .927 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_CPT_Willow W_Rosecrans AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Willowbrook Avenue West
E/W: Rosecrans Avenue
Weather: Clear
Willowbrook Avenue West
Rosecrans Avenue
Rosecrans Avenue
Willowbrook Avenue West
Right
38 Thru
144
Left
150
InOut Total
277 332 609
Right
164
Thru
1216
Left
48 OutTotal In
1057 1428 2485
Left
19 Thru
100
Right
10 Out TotalIn
215 129 344
Left
13 Thru
897
Right
23 TotalOut In
1273 933 2206
Peak Hour Begins at 07:15 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:30 AM 07:15 AM
+0 mins. 40 27 4 71 10 267 45 322 3 28 2 33 1 229 4 234 +15 mins. 41 28 8 77 14 364 37 415 11 27 4 42 2 208 6 216 +30 mins. 38 46 15 99 10 308 48 366 3 27 3 33 5 241 8 254 +45 mins. 31 43 11 85 14 277 34 325 5 29 2 36 5 219 5 229 Total Volume 150 144 38 332 48 1216 164 1428 22 111 11 144 13 897 23 933 % App. Total 45.2 43.4 11.4 3.4 85.2 11.5 15.3 77.1 7.6 1.4 96.1 2.5 PHF .915 .783 .633 .838 .857 .835 .854 .860 .500 .957 .688 .857 .650 .930 .719 .918 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_CPT_Willow W_Rosecrans PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Willowbrook Avenue West
E/W: Rosecrans Avenue
Weather: Clear
Groups Printed- Total Volume
Willowbrook Avenue West
Southbound
Rosecrans Avenue
Westbound
Willowbrook Avenue West
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 25 20 6 51 7 211 31 249 6 36 3 45 6 275 7 288 633 04:15 PM 32 27 2 61 10 186 29 225 5 35 2 42 6 298 13 317 645 04:30 PM 28 19 5 52 6 189 43 238 9 23 4 36 11 309 7 327 653 04:45 PM 22 33 8 63 6 196 26 228 6 43 6 55 4 351 6 361 707 Total 107 99 21 227 29 782 129 940 26 137 15 178 27 1233 33 1293 2638 05:00 PM 32 17 5 54 6 191 43 240 10 36 4 50 4 351 5 360 704 05:15 PM 21 21 8 50 6 208 34 248 11 31 3 45 5 326 6 337 680 05:30 PM 21 25 7 53 5 191 30 226 6 40 5 51 9 340 5 354 684 05:45 PM 28 19 6 53 6 199 30 235 4 29 4 37 8 297 6 311 636 Total 102 82 26 210 23 789 137 949 31 136 16 183 26 1314 22 1362 2704 Grand Total 209 181 47 437 52 1571 266 1889 57 273 31 361 53 2547 55 2655 5342 Apprch % 47.8 41.4 10.8 2.8 83.2 14.1 15.8 75.6 8.6 2 95.9 2.1 Total % 3.9 3.4 0.9 8.2 1 29.4 5 35.4 1.1 5.1 0.6 6.8 1 47.7 1 49.7 Willowbrook Avenue West
Southbound
Rosecrans Avenue
Westbound
Willowbrook Avenue West
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 22 33 8 63 6 196 26 228 6 43 6 55 4 351 6 361 707 05:00 PM 32 17 5 54 6 191 43 240 10 36 4 50 4 351 5 360 704 05:15 PM 21 21 8 50 6 208 34 248 11 31 3 45 5 326 6 337 680 05:30 PM 21 25 7 53 5 191 30 226 6 40 5 51 9 340 5 354 684 Total Volume 96 96 28 220 23 786 133 942 33 150 18 201 22 1368 22 1412 2775 % App. Total 43.6 43.6 12.7 2.4 83.4 14.1 16.4 74.6 9 1.6 96.9 1.6 PHF .750 .727 .875 .873 .958 .945 .773 .950 .750 .872 .750 .914 .611 .974 .917 .978 .981 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_CPT_Willow W_Rosecrans PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Willowbrook Avenue West
E/W: Rosecrans Avenue
Weather: Clear
Willowbrook Avenue West
Rosecrans Avenue
Rosecrans Avenue
Willowbrook Avenue West
Right
28 Thru
96 Left
96 InOut Total
305 220 525
Right
133
Thru
786
Left
23 OutTotal In
1482 942 2424
Left
33 Thru
150
Right
18 Out TotalIn
141 201 342
Left
22 Thru
1368
Right
22 TotalOut In
847 1412 2259
Peak Hour Begins at 04:45 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:30 PM 04:45 PM 04:45 PM
+0 mins. 32 27 2 61 6 189 43 238 6 43 6 55 4 351 6 361
+15 mins. 28 19 5 52 6 196 26 228 10 36 4 50 4 351 5 360 +30 mins. 22 33 8 63 6 191 43 240 11 31 3 45 5 326 6 337 +45 mins. 32 17 5 54 6 208 34 248 6 40 5 51 9 340 5 354 Total Volume 114 96 20 230 24 784 146 954 33 150 18 201 22 1368 22 1412 % App. Total 49.6 41.7 8.7 2.5 82.2 15.3 16.4 74.6 9 1.6 96.9 1.6 PHF .891 .727 .625 .913 1.000 .942 .849 .962 .750 .872 .750 .914 .611 .974 .917 .978 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_CPT_Willow E_Rosecrans AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Willowbrook Avenue East
E/W: Rosecrans Avenue
Weather: Clear
Groups Printed- Total Volume
Willowbrook Avenue East
Southbound
Rosecrans Avenue
Westbound
Willowbrook Avenue East
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 28 16 8 52 5 234 11 250 5 8 6 19 8 185 6 199 520 07:15 AM 35 29 11 75 3 318 23 344 2 14 10 26 7 261 5 273 718 07:30 AM 55 28 10 93 6 392 26 424 9 21 6 36 9 233 6 248 801 07:45 AM 62 34 19 115 10 341 27 378 11 10 12 33 12 264 10 286 812 Total 180 107 48 335 24 1285 87 1396 27 53 34 114 36 943 27 1006 2851 08:00 AM 56 29 10 95 2 308 33 343 6 8 6 20 14 231 10 255 713 08:15 AM 34 35 6 75 2 217 26 245 5 11 3 19 15 179 7 201 540 08:30 AM 39 15 11 65 3 205 12 220 7 13 7 27 9 221 6 236 548 08:45 AM 23 24 8 55 6 173 15 194 4 9 6 19 10 153 7 170 438 Total 152 103 35 290 13 903 86 1002 22 41 22 85 48 784 30 862 2239 Grand Total 332 210 83 625 37 2188 173 2398 49 94 56 199 84 1727 57 1868 5090 Apprch % 53.1 33.6 13.3 1.5 91.2 7.2 24.6 47.2 28.1 4.5 92.5 3.1 Total % 6.5 4.1 1.6 12.3 0.7 43 3.4 47.1 1 1.8 1.1 3.9 1.7 33.9 1.1 36.7 Willowbrook Avenue East
Southbound
Rosecrans Avenue
Westbound
Willowbrook Avenue East
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 35 29 11 75 3 318 23 344 2 14 10 26 7 261 5 273 718 07:30 AM 55 28 10 93 6 392 26 424 9 21 6 36 9 233 6 248 801 07:45 AM 62 34 19 115 10 341 27 378 11 10 12 33 12 264 10 286 812 08:00 AM 56 29 10 95 2 308 33 343 6 8 6 20 14 231 10 255 713 Total Volume 208 120 50 378 21 1359 109 1489 28 53 34 115 42 989 31 1062 3044 % App. Total 55 31.7 13.2 1.4 91.3 7.3 24.3 46.1 29.6 4 93.1 2.9 PHF .839 .882 .658 .822 .525 .867 .826 .878 .636 .631 .708 .799 .750 .937 .775 .928 .937 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_CPT_Willow E_Rosecrans AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Willowbrook Avenue East
E/W: Rosecrans Avenue
Weather: Clear
Willowbrook Avenue East
Rosecrans Avenue
Rosecrans Avenue
Willowbrook Avenue East
Right
50 Thru
120
Left
208
InOut Total
204 378 582
Right
109
Thru
1359
Left
21 OutTotal In
1231 1489 2720
Left
28 Thru
53 Right
34 Out TotalIn
172 115 287
Left
42 Thru
989
Right
31 TotalOut In
1437 1062 2499
Peak Hour Begins at 07:15 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 35 29 11 75 3 318 23 344 2 14 10 26 7 261 5 273 +15 mins. 55 28 10 93 6 392 26 424 9 21 6 36 9 233 6 248 +30 mins. 62 34 19 115 10 341 27 378 11 10 12 33 12 264 10 286 +45 mins. 56 29 10 95 2 308 33 343 6 8 6 20 14 231 10 255 Total Volume 208 120 50 378 21 1359 109 1489 28 53 34 115 42 989 31 1062 % App. Total 55 31.7 13.2 1.4 91.3 7.3 24.3 46.1 29.6 4 93.1 2.9 PHF .839 .882 .658 .822 .525 .867 .826 .878 .636 .631 .708 .799 .750 .937 .775 .928 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_CPT_Willow E_Rosecrans PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Willowbrook Avenue East
E/W: Rosecrans Avenue
Weather: Clear
Groups Printed- Total Volume
Willowbrook Avenue East
Southbound
Rosecrans Avenue
Westbound
Willowbrook Avenue East
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 31 25 7 63 11 244 32 287 6 22 5 33 19 282 6 307 690 04:15 PM 36 24 15 75 2 212 25 239 1 19 4 24 11 309 8 328 666 04:30 PM 41 23 13 77 4 220 42 266 7 26 6 39 18 316 7 341 723 04:45 PM 26 19 7 52 8 223 27 258 3 29 11 43 20 356 6 382 735 Total 134 91 42 267 25 899 126 1050 17 96 26 139 68 1263 27 1358 2814 05:00 PM 39 23 9 71 9 234 29 272 1 14 3 18 15 358 10 383 744 05:15 PM 36 14 12 62 8 230 43 281 4 31 6 41 25 324 3 352 736 05:30 PM 38 19 12 69 3 218 27 248 3 29 4 36 19 343 9 371 724 05:45 PM 42 32 12 86 1 218 28 247 5 19 8 32 10 311 12 333 698 Total 155 88 45 288 21 900 127 1048 13 93 21 127 69 1336 34 1439 2902 Grand Total 289 179 87 555 46 1799 253 2098 30 189 47 266 137 2599 61 2797 5716 Apprch % 52.1 32.3 15.7 2.2 85.7 12.1 11.3 71.1 17.7 4.9 92.9 2.2 Total % 5.1 3.1 1.5 9.7 0.8 31.5 4.4 36.7 0.5 3.3 0.8 4.7 2.4 45.5 1.1 48.9 Willowbrook Avenue East
Southbound
Rosecrans Avenue
Westbound
Willowbrook Avenue East
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 26 19 7 52 8 223 27 258 3 29 11 43 20 356 6 382 735 05:00 PM 39 23 9 71 9 234 29 272 1 14 3 18 15 358 10 383 744 05:15 PM 36 14 12 62 8 230 43 281 4 31 6 41 25 324 3 352 736 05:30 PM 38 19 12 69 3 218 27 248 3 29 4 36 19 343 9 371 724 Total Volume 139 75 40 254 28 905 126 1059 11 103 24 138 79 1381 28 1488 2939 % App. Total 54.7 29.5 15.7 2.6 85.5 11.9 8 74.6 17.4 5.3 92.8 1.9 PHF .891 .815 .833 .894 .778 .967 .733 .942 .688 .831 .545 .802 .790 .964 .700 .971 .988 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_CPT_Willow E_Rosecrans PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Willowbrook Avenue East
E/W: Rosecrans Avenue
Weather: Clear
Willowbrook Avenue East
Rosecrans Avenue
Rosecrans Avenue
Willowbrook Avenue East
Right
40 Thru
75 Left
139
InOut Total
308 254 562
Right
126
Thru
905
Left
28 OutTotal In
1544 1059 2603
Left
11 Thru
103
Right
24 Out TotalIn
131 138 269
Left
79 Thru
1381
Right
28 TotalOut In
956 1488 2444
Peak Hour Begins at 04:45 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:30 PM 04:30 PM 04:45 PM
+0 mins. 39 23 9 71 4 220 42 266 7 26 6 39 20 356 6 382 +15 mins. 36 14 12 62 8 223 27 258 3 29 11 43 15 358 10 383 +30 mins. 38 19 12 69 9 234 29 272 1 14 3 18 25 324 3 352 +45 mins. 42 32 12 86 8 230 43 281 4 31 6 41 19 343 9 371 Total Volume 155 88 45 288 29 907 141 1077 15 100 26 141 79 1381 28 1488 % App. Total 53.8 30.6 15.6 2.7 84.2 13.1 10.6 70.9 18.4 5.3 92.8 1.9 PHF .923 .688 .938 .837 .806 .969 .820 .958 .536 .806 .591 .820 .790 .964 .700 .971 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_CPT_Willow W_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Willowbrook Avenue West
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Willowbrook Avenue West
Southbound
Compton Boulevard
Westbound
Willowbrook Avenue West
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 40 15 55 1 155 6 162 0 13 1 14 4 103 10 117 348 07:15 AM 1 37 11 49 0 160 5 165 5 18 1 24 4 129 11 144 382 07:30 AM 0 43 17 60 1 181 4 186 1 24 0 25 5 136 9 150 421 07:45 AM 0 52 23 75 1 263 3 267 6 30 1 37 4 178 9 191 570 Total 1 172 66 239 3 759 18 780 12 85 3 100 17 546 39 602 1721 08:00 AM 1 51 13 65 0 187 7 194 5 23 4 32 9 180 23 212 503 08:15 AM 1 38 17 56 0 209 9 218 3 19 4 26 3 155 14 172 472 08:30 AM 1 21 14 36 0 207 15 222 3 15 0 18 4 124 20 148 424 08:45 AM 1 27 15 43 0 155 6 161 5 11 0 16 6 110 15 131 351 Total 4 137 59 200 0 758 37 795 16 68 8 92 22 569 72 663 1750 Grand Total 5 309 125 439 3 1517 55 1575 28 153 11 192 39 1115 111 1265 3471 Apprch % 1.1 70.4 28.5 0.2 96.3 3.5 14.6 79.7 5.7 3.1 88.1 8.8 Total % 0.1 8.9 3.6 12.6 0.1 43.7 1.6 45.4 0.8 4.4 0.3 5.5 1.1 32.1 3.2 36.4 Willowbrook Avenue West
Southbound
Compton Boulevard
Westbound
Willowbrook Avenue West
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 52 23 75 1 263 3 267 6 30 1 37 4 178 9 191 570 08:00 AM 1 51 13 65 0 187 7 194 5 23 4 32 9 180 23 212 503 08:15 AM 1 38 17 56 0 209 9 218 3 19 4 26 3 155 14 172 472 08:30 AM 1 21 14 36 0 207 15 222 3 15 0 18 4 124 20 148 424 Total Volume 3 162 67 232 1 866 34 901 17 87 9 113 20 637 66 723 1969 % App. Total 1.3 69.8 28.9 0.1 96.1 3.8 15 77 8 2.8 88.1 9.1 PHF .750 .779 .728 .773 .250 .823 .567 .844 .708 .725 .563 .764 .556 .885 .717 .853 .864 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_CPT_Willow W_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Willowbrook Avenue West
E/W: Compton Boulevard
Weather: Clear
Willowbrook Avenue West
Compton Boulevard
Compton Boulevard
Willowbrook Avenue West
Right
67 Thru
162
Left
3 InOut Total
141 232 373
Right
34 Thru
866
Left
1 OutTotal In
649 901 1550
Left
17 Thru
87 Right
9 Out TotalIn
229 113 342
Left
20 Thru
637
Right
66 TotalOut In
950 723 1673
Peak Hour Begins at 07:45 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:30 AM 07:30 AM
+0 mins. 0 43 17 60 1 263 3 267 1 24 0 25 5 136 9 150
+15 mins. 0 52 23 75 0 187 7 194 6 30 1 37 4 178 9 191
+30 mins. 1 51 13 65 0 209 9 218 5 23 4 32 9 180 23 212 +45 mins. 1 38 17 56 0 207 15 222 3 19 4 26 3 155 14 172 Total Volume 2 184 70 256 1 866 34 901 15 96 9 120 21 649 55 725 % App. Total 0.8 71.9 27.3 0.1 96.1 3.8 12.5 80 7.5 2.9 89.5 7.6 PHF .500 .885 .761 .853 .250 .823 .567 .844 .625 .800 .563 .811 .583 .901 .598 .855 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_CPT_Willow W_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Willowbrook Avenue West
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Willowbrook Avenue West
Southbound
Compton Boulevard
Westbound
Willowbrook Avenue West
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 33 4 38 0 144 8 152 6 34 9 49 5 248 17 270 509 04:15 PM 2 32 12 46 0 156 12 168 2 33 5 40 5 259 5 269 523 04:30 PM 1 27 10 38 0 155 11 166 3 22 5 30 12 229 11 252 486 04:45 PM 0 28 10 38 0 159 19 178 7 43 2 52 8 268 13 289 557 Total 4 120 36 160 0 614 50 664 18 132 21 171 30 1004 46 1080 2075 05:00 PM 1 31 15 47 0 168 24 192 1 28 2 31 10 251 16 277 547 05:15 PM 0 33 9 42 0 144 13 157 3 41 3 47 3 223 11 237 483 05:30 PM 0 20 20 40 0 121 15 136 4 34 2 40 11 241 11 263 479 05:45 PM 0 25 10 35 0 149 8 157 5 33 2 40 4 233 10 247 479 Total 1 109 54 164 0 582 60 642 13 136 9 158 28 948 48 1024 1988 Grand Total 5 229 90 324 0 1196 110 1306 31 268 30 329 58 1952 94 2104 4063 Apprch % 1.5 70.7 27.8 0 91.6 8.4 9.4 81.5 9.1 2.8 92.8 4.5 Total % 0.1 5.6 2.2 8 0 29.4 2.7 32.1 0.8 6.6 0.7 8.1 1.4 48 2.3 51.8 Willowbrook Avenue West
Southbound
Compton Boulevard
Westbound
Willowbrook Avenue West
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 2 32 12 46 0 156 12 168 2 33 5 40 5 259 5 269 523 04:30 PM 1 27 10 38 0 155 11 166 3 22 5 30 12 229 11 252 486 04:45 PM 0 28 10 38 0 159 19 178 7 43 2 52 8 268 13 289 557 05:00 PM 1 31 15 47 0 168 24 192 1 28 2 31 10 251 16 277 547 Total Volume 4 118 47 169 0 638 66 704 13 126 14 153 35 1007 45 1087 2113 % App. Total 2.4 69.8 27.8 0 90.6 9.4 8.5 82.4 9.2 3.2 92.6 4.1 PHF .500 .922 .783 .899 .000 .949 .688 .917 .464 .733 .700 .736 .729 .939 .703 .940 .948 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_CPT_Willow W_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Willowbrook Avenue West
E/W: Compton Boulevard
Weather: Clear
Willowbrook Avenue West
Compton Boulevard
Compton Boulevard
Willowbrook Avenue West
Right
47 Thru
118
Left
4 InOut Total
227 169 396
Right
66 Thru
638
Left
0 OutTotal In
1025 704 1729
Left
13 Thru
126
Right
14 Out TotalIn
163 153 316
Left
35 Thru
1007
Right
45 TotalOut In
698 1087 1785
Peak Hour Begins at 04:15 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:00 PM 04:15 PM
+0 mins. 2 32 12 46 0 156 12 168 6 34 9 49 5 259 5 269
+15 mins. 1 27 10 38 0 155 11 166 2 33 5 40 12 229 11 252 +30 mins. 0 28 10 38 0 159 19 178 3 22 5 30 8 268 13 289 +45 mins. 1 31 15 47 0 168 24 192 7 43 2 52 10 251 16 277 Total Volume 4 118 47 169 0 638 66 704 18 132 21 171 35 1007 45 1087 % App. Total 2.4 69.8 27.8 0 90.6 9.4 10.5 77.2 12.3 3.2 92.6 4.1 PHF .500 .922 .783 .899 .000 .949 .688 .917 .643 .767 .583 .822 .729 .939 .703 .940 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_CPT_Willow E_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Willowbrook Avenue East
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Willowbrook Avenue East
Southbound
Compton Boulevard
Westbound
Willowbrook Avenue East
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 7 5 9 21 2 151 1 154 1 8 0 9 0 99 7 106 290
07:15 AM 8 4 10 22 1 155 4 160 0 3 3 6 0 118 11 129 317 07:30 AM 6 8 12 26 3 169 2 174 1 8 2 11 0 131 7 138 349 07:45 AM 6 18 11 35 3 255 2 260 0 8 6 14 1 163 12 176 485 Total 27 35 42 104 9 730 9 748 2 27 11 40 1 511 37 549 1441 08:00 AM 4 12 6 22 2 187 6 195 0 12 6 18 1 168 18 187 422 08:15 AM 5 11 8 24 4 211 3 218 0 11 2 13 0 138 17 155 410 08:30 AM 4 6 12 22 3 206 5 214 0 15 1 16 0 121 4 125 377 08:45 AM 9 5 7 21 2 152 4 158 0 13 2 15 0 101 10 111 305 Total 22 34 33 89 11 756 18 785 0 51 11 62 1 528 49 578 1514 Grand Total 49 69 75 193 20 1486 27 1533 2 78 22 102 2 1039 86 1127 2955 Apprch % 25.4 35.8 38.9 1.3 96.9 1.8 2 76.5 21.6 0.2 92.2 7.6 Total % 1.7 2.3 2.5 6.5 0.7 50.3 0.9 51.9 0.1 2.6 0.7 3.5 0.1 35.2 2.9 38.1 Willowbrook Avenue East
Southbound
Compton Boulevard
Westbound
Willowbrook Avenue East
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 6 18 11 35 3 255 2 260 0 8 6 14 1 163 12 176 485 08:00 AM 4 12 6 22 2 187 6 195 0 12 6 18 1 168 18 187 422 08:15 AM 5 11 8 24 4 211 3 218 0 11 2 13 0 138 17 155 410 08:30 AM 4 6 12 22 3 206 5 214 0 15 1 16 0 121 4 125 377 Total Volume 19 47 37 103 12 859 16 887 0 46 15 61 2 590 51 643 1694 % App. Total 18.4 45.6 35.9 1.4 96.8 1.8 0 75.4 24.6 0.3 91.8 7.9 PHF .792 .653 .771 .736 .750 .842 .667 .853 .000 .767 .625 .847 .500 .878 .708 .860 .873 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_CPT_Willow E_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Willowbrook Avenue East
E/W: Compton Boulevard
Weather: Clear
Willowbrook Avenue East
Compton Boulevard
Compton Boulevard
Willowbrook Avenue East
Right
37 Thru
47 Left
19 InOut Total
64 103 167
Right
16 Thru
859
Left
12 OutTotal In
624 887 1511
Left
0 Thru
46 Right
15 Out TotalIn
110 61 171
Left
2 Thru
590
Right
51 TotalOut In
896 643 1539
Peak Hour Begins at 07:45 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 08:00 AM 07:30 AM
+0 mins. 6 8 12 26 3 255 2 260 0 12 6 18 0 131 7 138
+15 mins. 6 18 11 35 2 187 6 195 0 11 2 13 1 163 12 176 +30 mins. 4 12 6 22 4 211 3 218 0 15 1 16 1 168 18 187
+45 mins. 5 11 8 24 3 206 5 214 0 13 2 15 0 138 17 155
Total Volume 21 49 37 107 12 859 16 887 0 51 11 62 2 600 54 656 % App. Total 19.6 45.8 34.6 1.4 96.8 1.8 0 82.3 17.7 0.3 91.5 8.2 PHF .875 .681 .771 .764 .750 .842 .667 .853 .000 .850 .458 .861 .500 .893 .750 .877 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_CPT_Willow E_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Willowbrook Avenue East
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Willowbrook Avenue East
Southbound
Compton Boulevard
Westbound
Willowbrook Avenue East
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 8 11 7 26 8 148 8 164 0 10 5 15 1 239 20 260 465 04:15 PM 6 7 18 31 2 152 9 163 0 21 6 27 2 243 20 265 486 04:30 PM 5 9 14 28 6 153 3 162 4 26 3 33 0 226 15 241 464 04:45 PM 2 7 14 23 1 160 7 168 2 26 4 32 1 253 16 270 493 Total 21 34 53 108 17 613 27 657 6 83 18 107 4 961 71 1036 1908 05:00 PM 5 10 22 37 1 171 3 175 0 39 2 41 0 239 18 257 510 05:15 PM 5 13 14 32 1 140 10 151 1 23 4 28 0 197 25 222 433 05:30 PM 1 11 14 26 3 120 3 126 0 23 4 27 5 216 19 240 419 05:45 PM 8 15 21 44 3 134 5 142 0 22 5 27 1 217 20 238 451 Total 19 49 71 139 8 565 21 594 1 107 15 123 6 869 82 957 1813 Grand Total 40 83 124 247 25 1178 48 1251 7 190 33 230 10 1830 153 1993 3721 Apprch % 16.2 33.6 50.2 2 94.2 3.8 3 82.6 14.3 0.5 91.8 7.7 Total % 1.1 2.2 3.3 6.6 0.7 31.7 1.3 33.6 0.2 5.1 0.9 6.2 0.3 49.2 4.1 53.6 Willowbrook Avenue East
Southbound
Compton Boulevard
Westbound
Willowbrook Avenue East
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 6 7 18 31 2 152 9 163 0 21 6 27 2 243 20 265 486 04:30 PM 5 9 14 28 6 153 3 162 4 26 3 33 0 226 15 241 464 04:45 PM 2 7 14 23 1 160 7 168 2 26 4 32 1 253 16 270 493 05:00 PM 5 10 22 37 1 171 3 175 0 39 2 41 0 239 18 257 510 Total Volume 18 33 68 119 10 636 22 668 6 112 15 133 3 961 69 1033 1953 % App. Total 15.1 27.7 57.1 1.5 95.2 3.3 4.5 84.2 11.3 0.3 93 6.7 PHF .750 .825 .773 .804 .417 .930 .611 .954 .375 .718 .625 .811 .375 .950 .863 .956 .957 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_CPT_Willow E_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Willowbrook Avenue East
E/W: Compton Boulevard
Weather: Clear
Willowbrook Avenue East
Compton Boulevard
Compton Boulevard
Willowbrook Avenue East
Right
68 Thru
33 Left
18 InOut Total
137 119 256
Right
22 Thru
636
Left
10 OutTotal In
994 668 1662
Left
6 Thru
112
Right
15 Out TotalIn
112 133 245
Left
3 Thru
961
Right
69 TotalOut In
710 1033 1743
Peak Hour Begins at 04:15 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:15 PM 04:30 PM 04:00 PM
+0 mins. 5 10 22 37 2 152 9 163 4 26 3 33 1 239 20 260
+15 mins. 5 13 14 32 6 153 3 162 2 26 4 32 2 243 20 265 +30 mins. 1 11 14 26 1 160 7 168 0 39 2 41 0 226 15 241 +45 mins. 8 15 21 44 1 171 3 175 1 23 4 28 1 253 16 270 Total Volume 19 49 71 139 10 636 22 668 7 114 13 134 4 961 71 1036 % App. Total 13.7 35.3 51.1 1.5 95.2 3.3 5.2 85.1 9.7 0.4 92.8 6.9 PHF .594 .817 .807 .790 .417 .930 .611 .954 .438 .731 .813 .817 .500 .950 .888 .959 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_CPT_Douglas D_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Douglas Dollarhide Drive
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Douglas Dollarhide Drive
Southbound
Compton Boulevard
Westbound
Douglas Dollarhide Drive
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 0 9 11 2 136 13 151 6 2 1 9 12 79 3 94 265
07:15 AM 5 1 10 16 2 142 8 152 7 0 3 10 6 128 7 141 319 07:30 AM 6 4 16 26 13 175 11 199 4 3 3 10 8 116 12 136 371 07:45 AM 7 6 28 41 15 199 17 231 5 0 14 19 14 159 11 184 475 Total 20 11 63 94 32 652 49 733 22 5 21 48 40 482 33 555 1430 08:00 AM 5 3 20 28 9 162 19 190 12 3 7 22 24 142 11 177 417 08:15 AM 5 5 12 22 12 171 18 201 20 5 15 40 19 108 15 142 405 08:30 AM 8 5 19 32 12 179 17 208 24 5 14 43 14 103 16 133 416 08:45 AM 12 5 13 30 15 153 27 195 17 10 8 35 14 89 10 113 373 Total 30 18 64 112 48 665 81 794 73 23 44 140 71 442 52 565 1611 Grand Total 50 29 127 206 80 1317 130 1527 95 28 65 188 111 924 85 1120 3041 Apprch % 24.3 14.1 61.7 5.2 86.2 8.5 50.5 14.9 34.6 9.9 82.5 7.6 Total % 1.6 1 4.2 6.8 2.6 43.3 4.3 50.2 3.1 0.9 2.1 6.2 3.7 30.4 2.8 36.8 Douglas Dollarhide Drive
Southbound
Compton Boulevard
Westbound
Douglas Dollarhide Drive
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 7 6 28 41 15 199 17 231 5 0 14 19 14 159 11 184 475 08:00 AM 5 3 20 28 9 162 19 190 12 3 7 22 24 142 11 177 417 08:15 AM 5 5 12 22 12 171 18 201 20 5 15 40 19 108 15 142 405 08:30 AM 8 5 19 32 12 179 17 208 24 5 14 43 14 103 16 133 416 Total Volume 25 19 79 123 48 711 71 830 61 13 50 124 71 512 53 636 1713 % App. Total 20.3 15.4 64.2 5.8 85.7 8.6 49.2 10.5 40.3 11.2 80.5 8.3 PHF .781 .792 .705 .750 .800 .893 .934 .898 .635 .650 .833 .721 .740 .805 .828 .864 .902 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_CPT_Douglas D_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Douglas Dollarhide Drive
E/W: Compton Boulevard
Weather: Clear
Douglas Dollarhide Drive
Compton Boulevard
Compton Boulevard
Douglas Dollarhide Drive
Right
79 Thru
19 Left
25 InOut Total
155 123 278
Right
71 Thru
711
Left
48 OutTotal In
587 830 1417
Left
61 Thru
13 Right
50 Out TotalIn
120 124 244
Left
71 Thru
512
Right
53 TotalOut In
851 636 1487
Peak Hour Begins at 07:45 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 08:00 AM 07:30 AM
+0 mins. 7 6 28 41 15 199 17 231 12 3 7 22 8 116 12 136 +15 mins. 5 3 20 28 9 162 19 190 20 5 15 40 14 159 11 184 +30 mins. 5 5 12 22 12 171 18 201 24 5 14 43 24 142 11 177 +45 mins. 8 5 19 32 12 179 17 208 17 10 8 35 19 108 15 142 Total Volume 25 19 79 123 48 711 71 830 73 23 44 140 65 525 49 639 % App. Total 20.3 15.4 64.2 5.8 85.7 8.6 52.1 16.4 31.4 10.2 82.2 7.7 PHF .781 .792 .705 .750 .800 .893 .934 .898 .760 .575 .733 .814 .677 .825 .817 .868 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_CPT_Douglas D_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Douglas Dollarhide Drive
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Douglas Dollarhide Drive
Southbound
Compton Boulevard
Westbound
Douglas Dollarhide Drive
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 20 16 26 62 16 99 42 157 28 9 20 57 25 186 20 231 507 04:15 PM 16 13 34 63 12 91 40 143 26 10 26 62 33 208 23 264 532 04:30 PM 19 15 32 66 12 112 34 158 31 9 29 69 31 182 20 233 526 04:45 PM 19 11 32 62 18 104 38 160 25 12 31 68 30 188 14 232 522 Total 74 55 124 253 58 406 154 618 110 40 106 256 119 764 77 960 2087 05:00 PM 14 12 20 46 12 99 36 147 41 9 22 72 23 195 12 230 495 05:15 PM 15 18 30 63 14 101 24 139 29 14 30 73 20 184 17 221 496 05:30 PM 19 8 19 46 13 84 23 120 38 14 23 75 28 192 20 240 481 05:45 PM 21 15 19 55 17 100 29 146 27 11 21 59 24 182 29 235 495 Total 69 53 88 210 56 384 112 552 135 48 96 279 95 753 78 926 1967 Grand Total 143 108 212 463 114 790 266 1170 245 88 202 535 214 1517 155 1886 4054 Apprch % 30.9 23.3 45.8 9.7 67.5 22.7 45.8 16.4 37.8 11.3 80.4 8.2 Total % 3.5 2.7 5.2 11.4 2.8 19.5 6.6 28.9 6 2.2 5 13.2 5.3 37.4 3.8 46.5 Douglas Dollarhide Drive
Southbound
Compton Boulevard
Westbound
Douglas Dollarhide Drive
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 20 16 26 62 16 99 42 157 28 9 20 57 25 186 20 231 507 04:15 PM 16 13 34 63 12 91 40 143 26 10 26 62 33 208 23 264 532 04:30 PM 19 15 32 66 12 112 34 158 31 9 29 69 31 182 20 233 526 04:45 PM 19 11 32 62 18 104 38 160 25 12 31 68 30 188 14 232 522 Total Volume 74 55 124 253 58 406 154 618 110 40 106 256 119 764 77 960 2087 % App. Total 29.2 21.7 49 9.4 65.7 24.9 43 15.6 41.4 12.4 79.6 8 PHF .925 .859 .912 .958 .806 .906 .917 .966 .887 .833 .855 .928 .902 .918 .837 .909 .981 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_CPT_Douglas D_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Douglas Dollarhide Drive
E/W: Compton Boulevard
Weather: Clear
Douglas Dollarhide Drive
Compton Boulevard
Compton Boulevard
Douglas Dollarhide Drive
Right
124
Thru
55 Left
74 InOut Total
313 253 566
Right
154
Thru
406
Left
58 OutTotal In
944 618 1562
Left
110
Thru
40 Right
106
Out TotalIn
190 256 446
Left
119
Thru
764
Right
77 TotalOut In
640 960 1600
Peak Hour Begins at 04:00 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:45 PM 04:00 PM
+0 mins. 20 16 26 62 16 99 42 157 25 12 31 68 25 186 20 231 +15 mins. 16 13 34 63 12 91 40 143 41 9 22 72 33 208 23 264 +30 mins. 19 15 32 66 12 112 34 158 29 14 30 73 31 182 20 233 +45 mins. 19 11 32 62 18 104 38 160 38 14 23 75 30 188 14 232 Total Volume 74 55 124 253 58 406 154 618 133 49 106 288 119 764 77 960 % App. Total 29.2 21.7 49 9.4 65.7 24.9 46.2 17 36.8 12.4 79.6 8 PHF .925 .859 .912 .958 .806 .906 .917 .966 .811 .875 .855 .960 .902 .918 .837 .909 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 09_CPT_Alameda W_Palmer AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Alameda Street West
E/W: Palmer Street
Weather: Clear
Groups Printed- Total Volume
Alameda Street West
Southbound
Palmer Street
Westbound
Alameda Street West
Northbound
Tom's Burgers Driveway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 4 149 8 161 15 3 22 40 6 130 3 139 5 6 3 14 354 07:15 AM 10 188 2 200 20 15 40 75 5 142 7 154 5 4 8 17 446 07:30 AM 9 210 5 224 23 9 47 79 9 124 6 139 4 6 5 15 457 07:45 AM 19 204 2 225 51 18 34 103 5 124 5 134 3 5 10 18 480 Total 42 751 17 810 109 45 143 297 25 520 21 566 17 21 26 64 1737 08:00 AM 7 237 5 249 22 15 55 92 3 135 7 145 6 7 5 18 504 08:15 AM 15 176 2 193 26 7 42 75 12 152 8 172 5 3 8 16 456 08:30 AM 4 168 5 177 19 7 29 55 4 115 11 130 5 3 6 14 376 08:45 AM 6 152 1 159 16 2 23 41 11 118 9 138 5 4 6 15 353 Total 32 733 13 778 83 31 149 263 30 520 35 585 21 17 25 63 1689 Grand Total 74 1484 30 1588 192 76 292 560 55 1040 56 1151 38 38 51 127 3426 Apprch % 4.7 93.5 1.9 34.3 13.6 52.1 4.8 90.4 4.9 29.9 29.9 40.2 Total % 2.2 43.3 0.9 46.4 5.6 2.2 8.5 16.3 1.6 30.4 1.6 33.6 1.1 1.1 1.5 3.7 Alameda Street West
Southbound
Palmer Street
Westbound
Alameda Street West
Northbound
Tom's Burgers Driveway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 9 210 5 224 23 9 47 79 9 124 6 139 4 6 5 15 457 07:45 AM 19 204 2 225 51 18 34 103 5 124 5 134 3 5 10 18 480 08:00 AM 7 237 5 249 22 15 55 92 3 135 7 145 6 7 5 18 504 08:15 AM 15 176 2 193 26 7 42 75 12 152 8 172 5 3 8 16 456 Total Volume 50 827 14 891 122 49 178 349 29 535 26 590 18 21 28 67 1897 % App. Total 5.6 92.8 1.6 35 14 51 4.9 90.7 4.4 26.9 31.3 41.8 PHF .658 .872 .700 .895 .598 .681 .809 .847 .604 .880 .813 .858 .750 .750 .700 .931 .941 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 09_CPT_Alameda W_Palmer AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Alameda Street West
E/W: Palmer Street
Weather: Clear
Alameda Street West
Tom's Burgers Driveway
Palmer Street
Alameda Street West
Right
14 Thru
827
Left
50 InOut Total
731 891 1622
Right
178
Thru
49 Left
122
OutTotal In
97 349 446
Left
29 Thru
535
Right
26 Out TotalIn
977 590 1567
Left
18 Thru
21 Right
28 TotalOut In
92 67 159
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:30 AM 07:15 AM
+0 mins. 10 188 2 200 20 15 40 75 9 124 6 139 5 4 8 17
+15 mins. 9 210 5 224 23 9 47 79 5 124 5 134 4 6 5 15
+30 mins. 19 204 2 225 51 18 34 103 3 135 7 145 3 5 10 18 +45 mins. 7 237 5 249 22 15 55 92 12 152 8 172 6 7 5 18 Total Volume 45 839 14 898 116 57 176 349 29 535 26 590 18 22 28 68 % App. Total 5 93.4 1.6 33.2 16.3 50.4 4.9 90.7 4.4 26.5 32.4 41.2 PHF .592 .885 .700 .902 .569 .792 .800 .847 .604 .880 .813 .858 .750 .786 .700 .944 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 09_CPT_Alameda W_Palmer PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Alameda Street West
E/W: Palmer Street
Weather: Clear
Groups Printed- Total Volume
Alameda Street West
Southbound
Palmer Street
Westbound
Alameda Street West
Northbound
Tom's Burgers Driveway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 15 184 1 200 23 4 22 49 10 208 21 239 10 4 7 21 509 04:15 PM 12 167 3 182 29 6 20 55 5 193 20 218 5 4 3 12 467 04:30 PM 12 174 2 188 14 10 23 47 4 192 22 218 9 5 8 22 475 04:45 PM 14 176 4 194 22 5 19 46 7 212 13 232 10 7 10 27 499 Total 53 701 10 764 88 25 84 197 26 805 76 907 34 20 28 82 1950 05:00 PM 12 159 3 174 23 6 24 53 6 182 24 212 8 4 7 19 458 05:15 PM 20 182 1 203 48 3 32 83 3 172 18 193 10 6 4 20 499 05:30 PM 16 191 2 209 12 4 18 34 8 179 26 213 4 4 4 12 468 05:45 PM 16 174 5 195 22 3 23 48 8 207 10 225 7 9 8 24 492 Total 64 706 11 781 105 16 97 218 25 740 78 843 29 23 23 75 1917 Grand Total 117 1407 21 1545 193 41 181 415 51 1545 154 1750 63 43 51 157 3867 Apprch % 7.6 91.1 1.4 46.5 9.9 43.6 2.9 88.3 8.8 40.1 27.4 32.5 Total % 3 36.4 0.5 40 5 1.1 4.7 10.7 1.3 40 4 45.3 1.6 1.1 1.3 4.1 Alameda Street West
Southbound
Palmer Street
Westbound
Alameda Street West
Northbound
Tom's Burgers Driveway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 15 184 1 200 23 4 22 49 10 208 21 239 10 4 7 21 509 04:15 PM 12 167 3 182 29 6 20 55 5 193 20 218 5 4 3 12 467 04:30 PM 12 174 2 188 14 10 23 47 4 192 22 218 9 5 8 22 475 04:45 PM 14 176 4 194 22 5 19 46 7 212 13 232 10 7 10 27 499 Total Volume 53 701 10 764 88 25 84 197 26 805 76 907 34 20 28 82 1950 % App. Total 6.9 91.8 1.3 44.7 12.7 42.6 2.9 88.8 8.4 41.5 24.4 34.1 PHF .883 .952 .625 .955 .759 .625 .913 .895 .650 .949 .864 .949 .850 .714 .700 .759 .958 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 09_CPT_Alameda W_Palmer PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Alameda Street West
E/W: Palmer Street
Weather: Clear
Alameda Street West
Tom's Burgers Driveway
Palmer Street
Alameda Street West
Right
10 Thru
701
Left
53 InOut Total
923 764 1687
Right
84 Thru
25 Left
88 OutTotal In
149 197 346
Left
26 Thru
805
Right
76 Out TotalIn
817 907 1724
Left
34 Thru
20 Right
28 TotalOut In
61 82 143
Peak Hour Begins at 04:00 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:30 PM 04:00 PM 04:30 PM
+0 mins. 12 159 3 174 14 10 23 47 10 208 21 239 9 5 8 22 +15 mins. 20 182 1 203 22 5 19 46 5 193 20 218 10 7 10 27 +30 mins. 16 191 2 209 23 6 24 53 4 192 22 218 8 4 7 19 +45 mins. 16 174 5 195 48 3 32 83 7 212 13 232 10 6 4 20 Total Volume 64 706 11 781 107 24 98 229 26 805 76 907 37 22 29 88 % App. Total 8.2 90.4 1.4 46.7 10.5 42.8 2.9 88.8 8.4 42 25 33 PHF .800 .924 .550 .934 .557 .600 .766 .690 .650 .949 .864 .949 .925 .786 .725 .815 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 10_CPT_Alameda W_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Alameda Street West
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Alameda Street West
Southbound
Compton Boulevard
Westbound
Alameda Street West
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 24 108 11 143 4 127 33 164 11 101 2 114 3 64 14 81 502 07:15 AM 32 161 12 205 6 134 40 180 4 108 2 114 10 94 18 122 621 07:30 AM 19 163 14 196 5 208 31 244 5 82 6 93 9 112 15 136 669 07:45 AM 19 235 13 267 7 184 18 209 14 113 3 130 16 134 12 162 768 Total 94 667 50 811 22 653 122 797 34 404 13 451 38 404 59 501 2560 08:00 AM 19 188 16 223 13 187 21 221 11 110 6 127 15 137 10 162 733 08:15 AM 27 148 17 192 3 163 22 188 18 123 3 144 14 106 14 134 658 08:30 AM 20 162 18 200 6 169 25 200 17 88 9 114 13 84 9 106 620 08:45 AM 14 124 17 155 10 174 26 210 14 95 6 115 18 97 18 133 613 Total 80 622 68 770 32 693 94 819 60 416 24 500 60 424 51 535 2624 Grand Total 174 1289 118 1581 54 1346 216 1616 94 820 37 951 98 828 110 1036 5184 Apprch % 11 81.5 7.5 3.3 83.3 13.4 9.9 86.2 3.9 9.5 79.9 10.6 Total % 3.4 24.9 2.3 30.5 1 26 4.2 31.2 1.8 15.8 0.7 18.3 1.9 16 2.1 20 Alameda Street West
Southbound
Compton Boulevard
Westbound
Alameda Street West
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 19 163 14 196 5 208 31 244 5 82 6 93 9 112 15 136 669 07:45 AM 19 235 13 267 7 184 18 209 14 113 3 130 16 134 12 162 768 08:00 AM 19 188 16 223 13 187 21 221 11 110 6 127 15 137 10 162 733 08:15 AM 27 148 17 192 3 163 22 188 18 123 3 144 14 106 14 134 658 Total Volume 84 734 60 878 28 742 92 862 48 428 18 494 54 489 51 594 2828 % App. Total 9.6 83.6 6.8 3.2 86.1 10.7 9.7 86.6 3.6 9.1 82.3 8.6 PHF .778 .781 .882 .822 .538 .892 .742 .883 .667 .870 .750 .858 .844 .892 .850 .917 .921 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 10_CPT_Alameda W_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Alameda Street West
E/W: Compton Boulevard
Weather: Clear
Alameda Street West
Compton Boulevard
Compton Boulevard
Alameda Street West
Right
60 Thru
734
Left
84 InOut Total
574 878 1452
Right
92 Thru
742
Left
28 OutTotal In
591 862 1453
Left
48 Thru
428
Right
18 Out TotalIn
813 494 1307
Left
54 Thru
489
Right
51 TotalOut In
850 594 1444
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:45 AM 07:30 AM
+0 mins. 32 161 12 205 5 208 31 244 14 113 3 130 9 112 15 136 +15 mins. 19 163 14 196 7 184 18 209 11 110 6 127 16 134 12 162 +30 mins. 19 235 13 267 13 187 21 221 18 123 3 144 15 137 10 162 +45 mins. 19 188 16 223 3 163 22 188 17 88 9 114 14 106 14 134 Total Volume 89 747 55 891 28 742 92 862 60 434 21 515 54 489 51 594 % App. Total 10 83.8 6.2 3.2 86.1 10.7 11.7 84.3 4.1 9.1 82.3 8.6 PHF .695 .795 .859 .834 .538 .892 .742 .883 .833 .882 .583 .894 .844 .892 .850 .917 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 10_CPT_Alameda W_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Alameda Street West
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Alameda Street West
Southbound
Compton Boulevard
Westbound
Alameda Street West
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 30 129 12 171 7 121 24 152 30 145 17 192 16 213 12 241 756 04:15 PM 35 145 16 196 10 106 20 136 22 163 20 205 23 189 15 227 764 04:30 PM 28 149 8 185 9 136 13 158 19 172 16 207 30 187 6 223 773 04:45 PM 38 153 8 199 9 135 28 172 35 156 18 209 23 227 16 266 846 Total 131 576 44 751 35 498 85 618 106 636 71 813 92 816 49 957 3139 05:00 PM 25 129 23 177 5 93 16 114 18 172 17 207 14 183 6 203 701 05:15 PM 32 157 18 207 11 111 20 142 19 141 14 174 22 216 12 250 773 05:30 PM 42 151 7 200 7 91 15 113 18 163 13 194 10 182 10 202 709 05:45 PM 28 137 17 182 10 113 19 142 19 153 20 192 31 194 12 237 753 Total 127 574 65 766 33 408 70 511 74 629 64 767 77 775 40 892 2936 Grand Total 258 1150 109 1517 68 906 155 1129 180 1265 135 1580 169 1591 89 1849 6075 Apprch % 17 75.8 7.2 6 80.2 13.7 11.4 80.1 8.5 9.1 86 4.8 Total % 4.2 18.9 1.8 25 1.1 14.9 2.6 18.6 3 20.8 2.2 26 2.8 26.2 1.5 30.4 Alameda Street West
Southbound
Compton Boulevard
Westbound
Alameda Street West
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 30 129 12 171 7 121 24 152 30 145 17 192 16 213 12 241 756 04:15 PM 35 145 16 196 10 106 20 136 22 163 20 205 23 189 15 227 764 04:30 PM 28 149 8 185 9 136 13 158 19 172 16 207 30 187 6 223 773 04:45 PM 38 153 8 199 9 135 28 172 35 156 18 209 23 227 16 266 846 Total Volume 131 576 44 751 35 498 85 618 106 636 71 813 92 816 49 957 3139 % App. Total 17.4 76.7 5.9 5.7 80.6 13.8 13 78.2 8.7 9.6 85.3 5.1 PHF .862 .941 .688 .943 .875 .915 .759 .898 .757 .924 .888 .972 .767 .899 .766 .899 .928 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 10_CPT_Alameda W_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Alameda Street West
E/W: Compton Boulevard
Weather: Clear
Alameda Street West
Compton Boulevard
Compton Boulevard
Alameda Street West
Right
44 Thru
576
Left
131
InOut Total
813 751 1564
Right
85 Thru
498
Left
35 OutTotal In
1018 618 1636
Left
106
Thru
636
Right
71 Out TotalIn
660 813 1473
Left
92 Thru
816
Right
49 TotalOut In
648 957 1605
Peak Hour Begins at 04:00 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:00 PM 04:15 PM 04:00 PM
+0 mins. 38 153 8 199 7 121 24 152 22 163 20 205 16 213 12 241 +15 mins. 25 129 23 177 10 106 20 136 19 172 16 207 23 189 15 227 +30 mins. 32 157 18 207 9 136 13 158 35 156 18 209 30 187 6 223 +45 mins. 42 151 7 200 9 135 28 172 18 172 17 207 23 227 16 266 Total Volume 137 590 56 783 35 498 85 618 94 663 71 828 92 816 49 957 % App. Total 17.5 75.4 7.2 5.7 80.6 13.8 11.4 80.1 8.6 9.6 85.3 5.1 PHF .815 .939 .609 .946 .875 .915 .759 .898 .671 .964 .888 .990 .767 .899 .766 .899 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 11_CPT_Alameda E_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Alameda Street East
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Alameda Street East
Southbound
Compton Boulevard
Westbound
Alameda Street East
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 8 25 1 34 3 155 14 172 3 19 4 26 0 86 4 90 322 07:15 AM 10 37 3 50 4 178 20 202 4 21 4 29 3 123 3 129 410 07:30 AM 17 61 2 80 8 226 16 250 5 30 8 43 3 124 9 136 509 07:45 AM 23 98 3 124 8 202 10 220 9 52 13 74 5 144 8 157 575 Total 58 221 9 288 23 761 60 844 21 122 29 172 11 477 24 512 1816 08:00 AM 16 44 3 63 7 206 14 227 15 36 8 59 7 144 7 158 507 08:15 AM 8 35 2 45 3 180 7 190 4 31 5 40 2 131 6 139 414 08:30 AM 6 20 2 28 4 196 8 208 4 13 5 22 4 101 1 106 364 08:45 AM 15 32 3 50 1 195 6 202 7 19 8 34 1 113 4 118 404 Total 45 131 10 186 15 777 35 827 30 99 26 155 14 489 18 521 1689 Grand Total 103 352 19 474 38 1538 95 1671 51 221 55 327 25 966 42 1033 3505 Apprch % 21.7 74.3 4 2.3 92 5.7 15.6 67.6 16.8 2.4 93.5 4.1 Total % 2.9 10 0.5 13.5 1.1 43.9 2.7 47.7 1.5 6.3 1.6 9.3 0.7 27.6 1.2 29.5 Alameda Street East
Southbound
Compton Boulevard
Westbound
Alameda Street East
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 17 61 2 80 8 226 16 250 5 30 8 43 3 124 9 136 509 07:45 AM 23 98 3 124 8 202 10 220 9 52 13 74 5 144 8 157 575 08:00 AM 16 44 3 63 7 206 14 227 15 36 8 59 7 144 7 158 507 08:15 AM 8 35 2 45 3 180 7 190 4 31 5 40 2 131 6 139 414 Total Volume 64 238 10 312 26 814 47 887 33 149 34 216 17 543 30 590 2005 % App. Total 20.5 76.3 3.2 2.9 91.8 5.3 15.3 69 15.7 2.9 92 5.1 PHF .696 .607 .833 .629 .813 .900 .734 .887 .550 .716 .654 .730 .607 .943 .833 .934 .872 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 11_CPT_Alameda E_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Alameda Street East
E/W: Compton Boulevard
Weather: Clear
Alameda Street East
Compton Boulevard
Compton Boulevard
Alameda Street East
Right
10 Thru
238
Left
64 InOut Total
213 312 525
Right
47 Thru
814
Left
26 OutTotal In
641 887 1528
Left
33 Thru
149
Right
34 Out TotalIn
294 216 510
Left
17 Thru
543
Right
30 TotalOut In
857 590 1447
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:30 AM 07:30 AM
+0 mins. 10 37 3 50 4 178 20 202 5 30 8 43 3 124 9 136
+15 mins. 17 61 2 80 8 226 16 250 9 52 13 74 5 144 8 157 +30 mins. 23 98 3 124 8 202 10 220 15 36 8 59 7 144 7 158 +45 mins. 16 44 3 63 7 206 14 227 4 31 5 40 2 131 6 139 Total Volume 66 240 11 317 27 812 60 899 33 149 34 216 17 543 30 590 % App. Total 20.8 75.7 3.5 3 90.3 6.7 15.3 69 15.7 2.9 92 5.1 PHF .717 .612 .917 .639 .844 .898 .750 .899 .550 .716 .654 .730 .607 .943 .833 .934 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 11_CPT_Alameda E_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Alameda Street East
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Alameda Street East
Southbound
Compton Boulevard
Westbound
Alameda Street East
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 13 32 1 46 4 144 6 154 6 36 21 63 1 262 5 268 531 04:15 PM 8 36 1 45 6 129 7 142 6 39 12 57 4 238 4 246 490 04:30 PM 12 35 4 51 2 146 6 154 6 44 16 66 6 213 5 224 495 04:45 PM 10 29 5 44 1 155 4 160 11 40 17 68 8 265 3 276 548 Total 43 132 11 186 13 574 23 610 29 159 66 254 19 978 17 1014 2064 05:00 PM 9 35 3 47 2 103 12 117 11 41 21 73 6 209 8 223 460 05:15 PM 11 31 3 45 3 127 6 136 7 38 16 61 7 249 2 258 500 05:30 PM 9 22 3 34 5 102 14 121 4 49 17 70 2 230 3 235 460 05:45 PM 9 27 2 38 2 132 9 143 3 35 11 49 1 234 0 235 465 Total 38 115 11 164 12 464 41 517 25 163 65 253 16 922 13 951 1885 Grand Total 81 247 22 350 25 1038 64 1127 54 322 131 507 35 1900 30 1965 3949 Apprch % 23.1 70.6 6.3 2.2 92.1 5.7 10.7 63.5 25.8 1.8 96.7 1.5 Total % 2.1 6.3 0.6 8.9 0.6 26.3 1.6 28.5 1.4 8.2 3.3 12.8 0.9 48.1 0.8 49.8 Alameda Street East
Southbound
Compton Boulevard
Westbound
Alameda Street East
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 13 32 1 46 4 144 6 154 6 36 21 63 1 262 5 268 531 04:15 PM 8 36 1 45 6 129 7 142 6 39 12 57 4 238 4 246 490 04:30 PM 12 35 4 51 2 146 6 154 6 44 16 66 6 213 5 224 495 04:45 PM 10 29 5 44 1 155 4 160 11 40 17 68 8 265 3 276 548 Total Volume 43 132 11 186 13 574 23 610 29 159 66 254 19 978 17 1014 2064 % App. Total 23.1 71 5.9 2.1 94.1 3.8 11.4 62.6 26 1.9 96.4 1.7 PHF .827 .917 .550 .912 .542 .926 .821 .953 .659 .903 .786 .934 .594 .923 .850 .918 .942 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 11_CPT_Alameda E_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Alameda Street East
E/W: Compton Boulevard
Weather: Clear
Alameda Street East
Compton Boulevard
Compton Boulevard
Alameda Street East
Right
11 Thru
132
Left
43 InOut Total
201 186 387
Right
23 Thru
574
Left
13 OutTotal In
1087 610 1697
Left
29 Thru
159
Right
66 Out TotalIn
162 254 416
Left
19 Thru
978
Right
17 TotalOut In
614 1014 1628
Peak Hour Begins at 04:00 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:00 PM 04:45 PM 04:00 PM
+0 mins. 8 36 1 45 4 144 6 154 11 40 17 68 1 262 5 268
+15 mins. 12 35 4 51 6 129 7 142 11 41 21 73 4 238 4 246 +30 mins. 10 29 5 44 2 146 6 154 7 38 16 61 6 213 5 224 +45 mins. 9 35 3 47 1 155 4 160 4 49 17 70 8 265 3 276
Total Volume 39 135 13 187 13 574 23 610 33 168 71 272 19 978 17 1014 % App. Total 20.9 72.2 7 2.1 94.1 3.8 12.1 61.8 26.1 1.9 96.4 1.7 PHF .813 .938 .650 .917 .542 .926 .821 .953 .750 .857 .845 .932 .594 .923 .850 .918 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 12_CPT_Alameda W_Myrrh AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Alameda Street West
E/W: Myrrh Street
Weather: Clear
Groups Printed- Total Volume
Alameda Street West
Southbound
Myrrh Street
Westbound
Alameda Street West
Northbound
Myrrh Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 14 109 6 129 8 50 18 76 5 95 4 104 11 28 12 51 360 07:15 AM 13 160 16 189 10 65 20 95 17 92 4 113 13 42 12 67 464 07:30 AM 10 165 19 194 9 95 13 117 14 69 5 88 12 63 13 88 487 07:45 AM 16 182 25 223 18 136 14 168 12 112 5 129 16 92 10 118 638 Total 53 616 66 735 45 346 65 456 48 368 18 434 52 225 47 324 1949 08:00 AM 9 194 17 220 16 112 25 153 18 111 8 137 15 57 13 85 595 08:15 AM 20 133 12 165 9 81 20 110 11 111 4 126 17 39 6 62 463 08:30 AM 9 142 12 163 4 71 17 92 19 103 0 122 9 18 7 34 411 08:45 AM 14 134 16 164 6 56 15 77 9 100 4 113 13 33 6 52 406 Total 52 603 57 712 35 320 77 432 57 425 16 498 54 147 32 233 1875 Grand Total 105 1219 123 1447 80 666 142 888 105 793 34 932 106 372 79 557 3824 Apprch % 7.3 84.2 8.5 9 75 16 11.3 85.1 3.6 19 66.8 14.2 Total % 2.7 31.9 3.2 37.8 2.1 17.4 3.7 23.2 2.7 20.7 0.9 24.4 2.8 9.7 2.1 14.6 Alameda Street West
Southbound
Myrrh Street
Westbound
Alameda Street West
Northbound
Myrrh Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 13 160 16 189 10 65 20 95 17 92 4 113 13 42 12 67 464 07:30 AM 10 165 19 194 9 95 13 117 14 69 5 88 12 63 13 88 487 07:45 AM 16 182 25 223 18 136 14 168 12 112 5 129 16 92 10 118 638 08:00 AM 9 194 17 220 16 112 25 153 18 111 8 137 15 57 13 85 595 Total Volume 48 701 77 826 53 408 72 533 61 384 22 467 56 254 48 358 2184 % App. Total 5.8 84.9 9.3 9.9 76.5 13.5 13.1 82.2 4.7 15.6 70.9 13.4 PHF .750 .903 .770 .926 .736 .750 .720 .793 .847 .857 .688 .852 .875 .690 .923 .758 .856 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 12_CPT_Alameda W_Myrrh AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Alameda Street West
E/W: Myrrh Street
Weather: Clear
Alameda Street West
Myrrh Street
Myrrh Street
Alameda Street West
Right
77 Thru
701
Left
48 InOut Total
512 826 1338
Right
72 Thru
408
Left
53 OutTotal In
324 533 857
Left
61 Thru
384
Right
22 Out TotalIn
802 467 1269
Left
56 Thru
254
Right
48 TotalOut In
546 358 904
Peak Hour Begins at 07:15 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:45 AM 07:15 AM
+0 mins. 13 160 16 189 9 95 13 117 12 112 5 129 13 42 12 67 +15 mins. 10 165 19 194 18 136 14 168 18 111 8 137 12 63 13 88 +30 mins. 16 182 25 223 16 112 25 153 11 111 4 126 16 92 10 118 +45 mins. 9 194 17 220 9 81 20 110 19 103 0 122 15 57 13 85 Total Volume 48 701 77 826 52 424 72 548 60 437 17 514 56 254 48 358 % App. Total 5.8 84.9 9.3 9.5 77.4 13.1 11.7 85 3.3 15.6 70.9 13.4 PHF .750 .903 .770 .926 .722 .779 .720 .815 .789 .975 .531 .938 .875 .690 .923 .758 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 12_CPT_Alameda W_Myrrh PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Alameda Street West
E/W: Myrrh Street
Weather: Clear
Groups Printed- Total Volume
Alameda Street West
Southbound
Myrrh Street
Westbound
Alameda Street West
Northbound
Myrrh Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 22 141 15 178 12 34 30 76 6 167 7 180 32 77 11 120 554 04:15 PM 27 132 10 169 7 44 29 80 9 154 7 170 27 84 16 127 546 04:30 PM 24 137 16 177 4 36 38 78 5 164 9 178 20 82 6 108 541 04:45 PM 17 138 19 174 6 43 25 74 11 181 9 201 23 110 9 142 591 Total 90 548 60 698 29 157 122 308 31 666 32 729 102 353 42 497 2232 05:00 PM 18 111 11 140 10 40 21 71 6 174 14 194 30 128 13 171 576 05:15 PM 18 152 16 186 4 45 20 69 4 151 9 164 25 115 13 153 572 05:30 PM 23 140 7 170 5 48 25 78 3 163 10 176 24 113 15 152 576 05:45 PM 27 144 15 186 6 34 19 59 5 160 7 172 24 98 5 127 544 Total 86 547 49 682 25 167 85 277 18 648 40 706 103 454 46 603 2268 Grand Total 176 1095 109 1380 54 324 207 585 49 1314 72 1435 205 807 88 1100 4500 Apprch % 12.8 79.3 7.9 9.2 55.4 35.4 3.4 91.6 5 18.6 73.4 8 Total % 3.9 24.3 2.4 30.7 1.2 7.2 4.6 13 1.1 29.2 1.6 31.9 4.6 17.9 2 24.4 Alameda Street West
Southbound
Myrrh Street
Westbound
Alameda Street West
Northbound
Myrrh Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 17 138 19 174 6 43 25 74 11 181 9 201 23 110 9 142 591 05:00 PM 18 111 11 140 10 40 21 71 6 174 14 194 30 128 13 171 576 05:15 PM 18 152 16 186 4 45 20 69 4 151 9 164 25 115 13 153 572 05:30 PM 23 140 7 170 5 48 25 78 3 163 10 176 24 113 15 152 576 Total Volume 76 541 53 670 25 176 91 292 24 669 42 735 102 466 50 618 2315 % App. Total 11.3 80.7 7.9 8.6 60.3 31.2 3.3 91 5.7 16.5 75.4 8.1 PHF .826 .890 .697 .901 .625 .917 .910 .936 .545 .924 .750 .914 .850 .910 .833 .904 .979 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 12_CPT_Alameda W_Myrrh PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Alameda Street West
E/W: Myrrh Street
Weather: Clear
Alameda Street West
Myrrh Street
Myrrh Street
Alameda Street West
Right
53 Thru
541
Left
76 InOut Total
862 670 1532
Right
91 Thru
176
Left
25 OutTotal In
584 292 876
Left
24 Thru
669
Right
42 Out TotalIn
616 735 1351
Left
102
Thru
466
Right
50 TotalOut In
253 618 871
Peak Hour Begins at 04:45 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:15 PM 04:45 PM
+0 mins. 22 141 15 178 12 34 30 76 9 154 7 170 23 110 9 142 +15 mins. 27 132 10 169 7 44 29 80 5 164 9 178 30 128 13 171 +30 mins. 24 137 16 177 4 36 38 78 11 181 9 201 25 115 13 153 +45 mins. 17 138 19 174 6 43 25 74 6 174 14 194 24 113 15 152 Total Volume 90 548 60 698 29 157 122 308 31 673 39 743 102 466 50 618 % App. Total 12.9 78.5 8.6 9.4 51 39.6 4.2 90.6 5.2 16.5 75.4 8.1 PHF .833 .972 .789 .980 .604 .892 .803 .963 .705 .930 .696 .924 .850 .910 .833 .904 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 13_CPT_Alameda E_Myrrh AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Alameda Street East
E/W: Myrrh Street
Weather: Clear
Groups Printed- Total Volume
Alameda Street East
Southbound
Myrrh Street
Westbound
Alameda Street East
Northbound
Myrrh Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 25 6 32 3 69 4 76 1 12 0 13 5 38 5 48 169
07:15 AM 5 39 21 65 4 75 3 82 0 13 2 15 9 43 7 59 221
07:30 AM 8 67 20 95 4 99 5 108 5 13 2 20 19 55 3 77 300 07:45 AM 6 72 45 123 3 123 5 131 1 32 3 36 18 88 12 118 408 Total 20 203 92 315 14 366 17 397 7 70 7 84 51 224 27 302 1098 08:00 AM 6 61 22 89 0 121 4 125 4 25 5 34 15 58 4 77 325 08:15 AM 5 34 13 52 1 93 5 99 1 20 1 22 9 43 8 60 233
08:30 AM 1 27 6 34 3 82 3 88 3 12 2 17 4 24 1 29 168
08:45 AM 3 25 8 36 0 68 4 72 6 19 1 26 12 37 2 51 185
Total 15 147 49 211 4 364 16 384 14 76 9 99 40 162 15 217 911 Grand Total 35 350 141 526 18 730 33 781 21 146 16 183 91 386 42 519 2009 Apprch % 6.7 66.5 26.8 2.3 93.5 4.2 11.5 79.8 8.7 17.5 74.4 8.1 Total % 1.7 17.4 7 26.2 0.9 36.3 1.6 38.9 1 7.3 0.8 9.1 4.5 19.2 2.1 25.8 Alameda Street East
Southbound
Myrrh Street
Westbound
Alameda Street East
Northbound
Myrrh Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 8 67 20 95 4 99 5 108 5 13 2 20 19 55 3 77 300 07:45 AM 6 72 45 123 3 123 5 131 1 32 3 36 18 88 12 118 408 08:00 AM 6 61 22 89 0 121 4 125 4 25 5 34 15 58 4 77 325 08:15 AM 5 34 13 52 1 93 5 99 1 20 1 22 9 43 8 60 233
Total Volume 25 234 100 359 8 436 19 463 11 90 11 112 61 244 27 332 1266 % App. Total 7 65.2 27.9 1.7 94.2 4.1 9.8 80.4 9.8 18.4 73.5 8.1 PHF .781 .813 .556 .730 .500 .886 .950 .884 .550 .703 .550 .778 .803 .693 .563 .703 .776 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 13_CPT_Alameda E_Myrrh AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Alameda Street East
E/W: Myrrh Street
Weather: Clear
Alameda Street East
Myrrh Street
Myrrh Street
Alameda Street East
Right
100
Thru
234
Left
25 InOut Total
170 359 529
Right
19 Thru
436
Left
8 OutTotal In
280 463 743
Left
11 Thru
90 Right
11 Out TotalIn
269 112 381
Left
61 Thru
244
Right
27 TotalOut In
547 332 879
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 5 39 21 65 4 99 5 108 5 13 2 20 19 55 3 77
+15 mins. 8 67 20 95 3 123 5 131 1 32 3 36 18 88 12 118 +30 mins. 6 72 45 123 0 121 4 125 4 25 5 34 15 58 4 77
+45 mins. 6 61 22 89 1 93 5 99 1 20 1 22 9 43 8 60
Total Volume 25 239 108 372 8 436 19 463 11 90 11 112 61 244 27 332 % App. Total 6.7 64.2 29 1.7 94.2 4.1 9.8 80.4 9.8 18.4 73.5 8.1 PHF .781 .830 .600 .756 .500 .886 .950 .884 .550 .703 .550 .778 .803 .693 .563 .703 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 13_CPT_Alameda E_Myrrh PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Alameda Street East
E/W: Myrrh Street
Weather: Clear
Groups Printed- Total Volume
Alameda Street East
Southbound
Myrrh Street
Westbound
Alameda Street East
Northbound
Myrrh Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 7 30 11 48 1 61 4 66 6 40 3 49 15 88 5 108 271 04:15 PM 5 29 9 43 1 68 4 73 3 32 4 39 17 99 4 120 275
04:30 PM 11 31 6 48 1 67 2 70 5 45 2 52 14 93 2 109 279 04:45 PM 5 26 4 35 0 70 7 77 2 35 3 40 18 121 1 140 292 Total 28 116 30 174 3 266 17 286 16 152 12 180 64 401 12 477 1117 05:00 PM 7 30 8 45 0 56 3 59 10 37 11 58 20 135 3 158 320 05:15 PM 9 29 4 42 1 62 7 70 3 39 4 46 19 123 4 146 304 05:30 PM 2 19 9 30 1 64 4 69 2 42 6 50 20 118 3 141 290 05:45 PM 7 28 1 36 1 56 8 65 3 25 3 31 19 112 4 135 267 Total 25 106 22 153 3 238 22 263 18 143 24 185 78 488 14 580 1181 Grand Total 53 222 52 327 6 504 39 549 34 295 36 365 142 889 26 1057 2298 Apprch % 16.2 67.9 15.9 1.1 91.8 7.1 9.3 80.8 9.9 13.4 84.1 2.5 Total % 2.3 9.7 2.3 14.2 0.3 21.9 1.7 23.9 1.5 12.8 1.6 15.9 6.2 38.7 1.1 46 Alameda Street East
Southbound
Myrrh Street
Westbound
Alameda Street East
Northbound
Myrrh Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 5 26 4 35 0 70 7 77 2 35 3 40 18 121 1 140 292 05:00 PM 7 30 8 45 0 56 3 59 10 37 11 58 20 135 3 158 320 05:15 PM 9 29 4 42 1 62 7 70 3 39 4 46 19 123 4 146 304 05:30 PM 2 19 9 30 1 64 4 69 2 42 6 50 20 118 3 141 290 Total Volume 23 104 25 152 2 252 21 275 17 153 24 194 77 497 11 585 1206 % App. Total 15.1 68.4 16.4 0.7 91.6 7.6 8.8 78.9 12.4 13.2 85 1.9 PHF .639 .867 .694 .844 .500 .900 .750 .893 .425 .911 .545 .836 .963 .920 .688 .926 .942 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 13_CPT_Alameda E_Myrrh PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Alameda Street East
E/W: Myrrh Street
Weather: Clear
Alameda Street East
Myrrh Street
Myrrh Street
Alameda Street East
Right
25 Thru
104
Left
23 InOut Total
251 152 403
Right
21 Thru
252
Left
2 OutTotal In
544 275 819
Left
17 Thru
153
Right
24 Out TotalIn
117 194 311
Left
77 Thru
497
Right
11 TotalOut In
294 585 879
Peak Hour Begins at 04:45 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:30 PM 04:45 PM
+0 mins. 7 30 11 48 1 61 4 66 5 45 2 52 18 121 1 140
+15 mins. 5 29 9 43 1 68 4 73 2 35 3 40 20 135 3 158
+30 mins. 11 31 6 48 1 67 2 70 10 37 11 58 19 123 4 146 +45 mins. 5 26 4 35 0 70 7 77 3 39 4 46 20 118 3 141
Total Volume 28 116 30 174 3 266 17 286 20 156 20 196 77 497 11 585 % App. Total 16.1 66.7 17.2 1 93 5.9 10.2 79.6 10.2 13.2 85 1.9 PHF .636 .935 .682 .906 .750 .950 .607 .929 .500 .867 .455 .845 .963 .920 .688 .926 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 14_CPT_Santa Fe_Rosecrans AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Santa Fe Avenue
E/W: Rosecrans Avenue
Weather: Clear
Groups Printed- Total Volume
Santa Fe Avenue
Southbound
Rosecrans Avenue
Westbound
Santa Fe Avenue
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 14 117 13 144 15 235 14 264 24 70 14 108 14 148 41 203 719 07:15 AM 25 170 36 231 19 269 17 305 43 77 15 135 16 162 45 223 894 07:30 AM 25 185 51 261 22 308 15 345 50 82 19 151 16 182 64 262 1019 07:45 AM 27 228 34 289 14 224 24 262 56 101 14 171 18 176 82 276 998 Total 91 700 134 925 70 1036 70 1176 173 330 62 565 64 668 232 964 3630 08:00 AM 31 147 38 216 23 201 19 243 53 132 14 199 23 160 50 233 891 08:15 AM 18 116 25 159 23 139 13 175 49 72 14 135 21 140 28 189 658 08:30 AM 13 98 29 140 19 150 20 189 39 86 11 136 18 170 35 223 688 08:45 AM 19 107 21 147 14 119 11 144 32 74 13 119 14 100 28 142 552 Total 81 468 113 662 79 609 63 751 173 364 52 589 76 570 141 787 2789 Grand Total 172 1168 247 1587 149 1645 133 1927 346 694 114 1154 140 1238 373 1751 6419 Apprch % 10.8 73.6 15.6 7.7 85.4 6.9 30 60.1 9.9 8 70.7 21.3 Total % 2.7 18.2 3.8 24.7 2.3 25.6 2.1 30 5.4 10.8 1.8 18 2.2 19.3 5.8 27.3 Santa Fe Avenue
Southbound
Rosecrans Avenue
Westbound
Santa Fe Avenue
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 25 170 36 231 19 269 17 305 43 77 15 135 16 162 45 223 894 07:30 AM 25 185 51 261 22 308 15 345 50 82 19 151 16 182 64 262 1019 07:45 AM 27 228 34 289 14 224 24 262 56 101 14 171 18 176 82 276 998 08:00 AM 31 147 38 216 23 201 19 243 53 132 14 199 23 160 50 233 891 Total Volume 108 730 159 997 78 1002 75 1155 202 392 62 656 73 680 241 994 3802 % App. Total 10.8 73.2 15.9 6.8 86.8 6.5 30.8 59.8 9.5 7.3 68.4 24.2 PHF .871 .800 .779 .862 .848 .813 .781 .837 .902 .742 .816 .824 .793 .934 .735 .900 .933 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 14_CPT_Santa Fe_Rosecrans AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Santa Fe Avenue
E/W: Rosecrans Avenue
Weather: Clear
Santa Fe Avenue
Rosecrans Avenue
Rosecrans Avenue
Santa Fe Avenue
Right
159
Thru
730
Left
108
InOut Total
540 997 1537
Right
75 Thru
1002
Left
78 OutTotal In
850 1155 2005
Left
202
Thru
392
Right
62 Out TotalIn
1049 656 1705
Left
73 Thru
680
Right
241
TotalOut In
1363 994 2357
Peak Hour Begins at 07:15 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:00 AM 07:15 AM 07:15 AM
+0 mins. 25 170 36 231 15 235 14 264 43 77 15 135 16 162 45 223 +15 mins. 25 185 51 261 19 269 17 305 50 82 19 151 16 182 64 262 +30 mins. 27 228 34 289 22 308 15 345 56 101 14 171 18 176 82 276 +45 mins. 31 147 38 216 14 224 24 262 53 132 14 199 23 160 50 233 Total Volume 108 730 159 997 70 1036 70 1176 202 392 62 656 73 680 241 994 % App. Total 10.8 73.2 15.9 6 88.1 6 30.8 59.8 9.5 7.3 68.4 24.2 PHF .871 .800 .779 .862 .795 .841 .729 .852 .902 .742 .816 .824 .793 .934 .735 .900 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 14_CPT_Santa Fe_Rosecrans PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Santa Fe Avenue
E/W: Rosecrans Avenue
Weather: Clear
Groups Printed- Total Volume
Santa Fe Avenue
Southbound
Rosecrans Avenue
Westbound
Santa Fe Avenue
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 31 110 19 160 27 173 15 215 47 172 22 241 28 223 39 290 906 04:15 PM 26 97 21 144 25 165 22 212 43 141 17 201 20 218 40 278 835 04:30 PM 26 130 26 182 23 175 19 217 46 154 26 226 22 223 42 287 912 04:45 PM 25 96 19 140 23 164 22 209 45 151 27 223 23 247 44 314 886 Total 108 433 85 626 98 677 78 853 181 618 92 891 93 911 165 1169 3539 05:00 PM 25 109 23 157 28 182 18 228 46 166 26 238 26 207 57 290 913 05:15 PM 31 77 24 132 24 194 15 233 45 179 23 247 31 239 45 315 927 05:30 PM 18 93 24 135 23 168 31 222 29 155 27 211 41 215 57 313 881 05:45 PM 34 112 26 172 19 171 17 207 46 147 28 221 35 194 60 289 889 Total 108 391 97 596 94 715 81 890 166 647 104 917 133 855 219 1207 3610 Grand Total 216 824 182 1222 192 1392 159 1743 347 1265 196 1808 226 1766 384 2376 7149 Apprch % 17.7 67.4 14.9 11 79.9 9.1 19.2 70 10.8 9.5 74.3 16.2 Total % 3 11.5 2.5 17.1 2.7 19.5 2.2 24.4 4.9 17.7 2.7 25.3 3.2 24.7 5.4 33.2 Santa Fe Avenue
Southbound
Rosecrans Avenue
Westbound
Santa Fe Avenue
Northbound
Rosecrans Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 26 130 26 182 23 175 19 217 46 154 26 226 22 223 42 287 912 04:45 PM 25 96 19 140 23 164 22 209 45 151 27 223 23 247 44 314 886 05:00 PM 25 109 23 157 28 182 18 228 46 166 26 238 26 207 57 290 913 05:15 PM 31 77 24 132 24 194 15 233 45 179 23 247 31 239 45 315 927 Total Volume 107 412 92 611 98 715 74 887 182 650 102 934 102 916 188 1206 3638 % App. Total 17.5 67.4 15.1 11 80.6 8.3 19.5 69.6 10.9 8.5 76 15.6 PHF .863 .792 .885 .839 .875 .921 .841 .952 .989 .908 .944 .945 .823 .927 .825 .957 .981 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 14_CPT_Santa Fe_Rosecrans PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Santa Fe Avenue
E/W: Rosecrans Avenue
Weather: Clear
Santa Fe Avenue
Rosecrans Avenue
Rosecrans Avenue
Santa Fe Avenue
Right
92 Thru
412
Left
107
InOut Total
826 611 1437
Right
74 Thru
715
Left
98 OutTotal In
1125 887 2012
Left
182
Thru
650
Right
102
Out TotalIn
698 934 1632
Left
102
Thru
916
Right
188
TotalOut In
989 1206 2195
Peak Hour Begins at 04:30 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:30 PM 04:45 PM
+0 mins. 31 110 19 160 23 164 22 209 46 154 26 226 23 247 44 314 +15 mins. 26 97 21 144 28 182 18 228 45 151 27 223 26 207 57 290 +30 mins. 26 130 26 182 24 194 15 233 46 166 26 238 31 239 45 315 +45 mins. 25 96 19 140 23 168 31 222 45 179 23 247 41 215 57 313 Total Volume 108 433 85 626 98 708 86 892 182 650 102 934 121 908 203 1232 % App. Total 17.3 69.2 13.6 11 79.4 9.6 19.5 69.6 10.9 9.8 73.7 16.5 PHF .871 .833 .817 .860 .875 .912 .694 .957 .989 .908 .944 .945 .738 .919 .890 .978 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 15_CPT_Santa Fe_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Santa Fe Avenue
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Santa Fe Avenue
Southbound
Compton Boulevard
Westbound
Santa Fe Avenue
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 7 159 11 177 32 173 18 223 9 66 11 86 7 82 27 116 602 07:15 AM 20 196 17 233 59 205 26 290 14 73 24 111 6 113 28 147 781 07:30 AM 13 295 14 322 47 203 30 280 21 80 32 133 9 96 38 143 878 07:45 AM 19 293 19 331 50 200 45 295 29 131 37 197 9 115 47 171 994 Total 59 943 61 1063 188 781 119 1088 73 350 104 527 31 406 140 577 3255 08:00 AM 23 202 15 240 33 199 30 262 40 132 27 199 16 138 36 190 891 08:15 AM 17 173 9 199 50 197 29 276 19 91 21 131 10 122 25 157 763 08:30 AM 15 152 13 180 30 193 26 249 23 101 20 144 6 83 24 113 686 08:45 AM 17 112 15 144 31 181 29 241 17 87 23 127 7 101 17 125 637 Total 72 639 52 763 144 770 114 1028 99 411 91 601 39 444 102 585 2977 Grand Total 131 1582 113 1826 332 1551 233 2116 172 761 195 1128 70 850 242 1162 6232 Apprch % 7.2 86.6 6.2 15.7 73.3 11 15.2 67.5 17.3 6 73.1 20.8 Total % 2.1 25.4 1.8 29.3 5.3 24.9 3.7 34 2.8 12.2 3.1 18.1 1.1 13.6 3.9 18.6 Santa Fe Avenue
Southbound
Compton Boulevard
Westbound
Santa Fe Avenue
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 20 196 17 233 59 205 26 290 14 73 24 111 6 113 28 147 781 07:30 AM 13 295 14 322 47 203 30 280 21 80 32 133 9 96 38 143 878 07:45 AM 19 293 19 331 50 200 45 295 29 131 37 197 9 115 47 171 994 08:00 AM 23 202 15 240 33 199 30 262 40 132 27 199 16 138 36 190 891 Total Volume 75 986 65 1126 189 807 131 1127 104 416 120 640 40 462 149 651 3544 % App. Total 6.7 87.6 5.8 16.8 71.6 11.6 16.2 65 18.8 6.1 71 22.9 PHF .815 .836 .855 .850 .801 .984 .728 .955 .650 .788 .811 .804 .625 .837 .793 .857 .891 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 15_CPT_Santa Fe_Compton AM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Santa Fe Avenue
E/W: Compton Boulevard
Weather: Clear
Santa Fe Avenue
Compton Boulevard
Compton Boulevard
Santa Fe Avenue
Right
65 Thru
986
Left
75 InOut Total
587 1126 1713
Right
131
Thru
807
Left
189
OutTotal In
657 1127 1784
Left
104
Thru
416
Right
120
Out TotalIn
1324 640 1964
Left
40 Thru
462
Right
149
TotalOut In
976 651 1627
Peak Hour Begins at 07:15 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:45 AM 07:30 AM
+0 mins. 20 196 17 233 59 205 26 290 29 131 37 197 9 96 38 143 +15 mins. 13 295 14 322 47 203 30 280 40 132 27 199 9 115 47 171 +30 mins. 19 293 19 331 50 200 45 295 19 91 21 131 16 138 36 190 +45 mins. 23 202 15 240 33 199 30 262 23 101 20 144 10 122 25 157 Total Volume 75 986 65 1126 189 807 131 1127 111 455 105 671 44 471 146 661 % App. Total 6.7 87.6 5.8 16.8 71.6 11.6 16.5 67.8 15.6 6.7 71.3 22.1 PHF .815 .836 .855 .850 .801 .984 .728 .955 .694 .862 .709 .843 .688 .853 .777 .870 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 15_CPT_Santa Fe_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 1
City of Compton
N/S: Santa Fe Avenue
E/W: Compton Boulevard
Weather: Clear
Groups Printed- Total Volume
Santa Fe Avenue
Southbound
Compton Boulevard
Westbound
Santa Fe Avenue
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 31 116 8 155 23 114 25 162 28 186 44 258 16 226 26 268 843 04:15 PM 28 115 12 155 21 133 21 175 22 186 38 246 17 217 22 256 832 04:30 PM 31 126 14 171 20 120 32 172 32 171 45 248 20 214 19 253 844 04:45 PM 35 110 15 160 20 114 24 158 20 209 57 286 15 234 22 271 875 Total 125 467 49 641 84 481 102 667 102 752 184 1038 68 891 89 1048 3394 05:00 PM 26 110 18 154 16 120 32 168 24 209 60 293 21 211 20 252 867 05:15 PM 33 100 15 148 23 103 41 167 23 197 52 272 26 226 20 272 859 05:30 PM 27 111 4 142 34 116 31 181 17 180 54 251 19 234 14 267 841 05:45 PM 25 116 13 154 20 110 23 153 25 194 56 275 17 204 12 233 815 Total 111 437 50 598 93 449 127 669 89 780 222 1091 83 875 66 1024 3382 Grand Total 236 904 99 1239 177 930 229 1336 191 1532 406 2129 151 1766 155 2072 6776 Apprch % 19 73 8 13.2 69.6 17.1 9 72 19.1 7.3 85.2 7.5 Total % 3.5 13.3 1.5 18.3 2.6 13.7 3.4 19.7 2.8 22.6 6 31.4 2.2 26.1 2.3 30.6 Santa Fe Avenue
Southbound
Compton Boulevard
Westbound
Santa Fe Avenue
Northbound
Compton Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 31 126 14 171 20 120 32 172 32 171 45 248 20 214 19 253 844 04:45 PM 35 110 15 160 20 114 24 158 20 209 57 286 15 234 22 271 875 05:00 PM 26 110 18 154 16 120 32 168 24 209 60 293 21 211 20 252 867 05:15 PM 33 100 15 148 23 103 41 167 23 197 52 272 26 226 20 272 859 Total Volume 125 446 62 633 79 457 129 665 99 786 214 1099 82 885 81 1048 3445 % App. Total 19.7 70.5 9.8 11.9 68.7 19.4 9 71.5 19.5 7.8 84.4 7.7 PHF .893 .885 .861 .925 .859 .952 .787 .967 .773 .940 .892 .938 .788 .946 .920 .963 .984 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 15_CPT_Santa Fe_Compton PM
Site Code : 04219731
Start Date : 10/22/2019
Page No : 2
City of Compton
N/S: Santa Fe Avenue
E/W: Compton Boulevard
Weather: Clear
Santa Fe Avenue
Compton Boulevard
Compton Boulevard
Santa Fe Avenue
Right
62 Thru
446
Left
125
InOut Total
997 633 1630
Right
129
Thru
457
Left
79 OutTotal In
1224 665 1889
Left
99 Thru
786
Right
214
Out TotalIn
606 1099 1705
Left
82 Thru
885
Right
81 TotalOut In
618 1048 1666
Peak Hour Begins at 04:30 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:45 PM 04:45 PM
+0 mins. 31 116 8 155 20 114 24 158 20 209 57 286 15 234 22 271 +15 mins. 28 115 12 155 16 120 32 168 24 209 60 293 21 211 20 252 +30 mins. 31 126 14 171 23 103 41 167 23 197 52 272 26 226 20 272 +45 mins. 35 110 15 160 34 116 31 181 17 180 54 251 19 234 14 267 Total Volume 125 467 49 641 93 453 128 674 84 795 223 1102 81 905 76 1062 % App. Total 19.5 72.9 7.6 13.8 67.2 19 7.6 72.1 20.2 7.6 85.2 7.2 PHF .893 .927 .817 .937 .684 .944 .780 .931 .875 .951 .929 .940 .779 .967 .864 .976 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

Compton Station TOD
Traffic Impact Analysis

Iteris, Inc.

APPENDIX B – LOS CALCULATION SHEETS

Compton Station TOD
Traffic Impact Analysis

Iteris, Inc.

Existing Conditions

Compton Station TOD Traffic Study Existing Conditions
1: Compton Blvd & Acacia Ave Timing Plan: AM Peak Hour
Compton Station TOD Traffic Study 11/05/2019 Existing Conditions Synchro 9 Report

Page 1 ends
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