FREEWAY MAINLINE FAIR SHARE WEEKDAY PM PEAK HOUR
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1 APPENDIX C
2 FREEWAY MAINLINE FAIR SHARE WEEKDAY PM PEAK HOUR Freeway Segment Direction From To Existing Cumulative No Project Cumulative Plus Project Fair Share % * North Street Riverside Avenue 1,986 3,260 3,478 6% Riverside Avenue Knighton Road 2,061 3,210 3,515 9% I-5 Northbound Knighton Road S. Bonnyview Road 2,111 3,430 3,788 9% S. Bonnyview Road Cypress Avenue 2,313 3,740 3,958 6% Cypress Avenue CA Highway 44 3,134 4,450 4,607 3% CA Highway 44 Cypress Avenue 2,739 4,430 4,586 3% Cypress Avenue S. Bonnyview Road 2,539 4,230 4,447 5% I-5 Southbound S. Bonnyview Road Knighton Road 2,503 4,350 4,707 8% Knighton Road Riverside Avenue 2,406 4,410 4,715 6% Riverside Avenue North Street 2,388 4,650 4,868 4% * Fair Share Calculation for these freeway mainline segments are based on a revised formula (Project Traffic/Cumulative Plus Project Traffic) to account for existing unacceptable Level of Service at each location that the proposed project is not responsible for. Source: Fehr & Peers, 2010 / Quad Knopf, 2010
3 FREEWAY MAINLINE FAIR SHARE SATURDAY MIDDAY PEAK HOUR Freeway Segment Direction From To Existing Cumulative No Project Cumulative Plus Project Fair Share % * North Street Riverside Avenue 1,987 3,260 3,533 8% Riverside Avenue Knighton Road 2,247 3,670 4,052 9% I-5 Northbound Knighton Road S. Bonnyview Road 2,467 3,960 4,405 10% S. Bonnyview Road Cypress Avenue 2,599 4,210 4,481 6% Cypress Avenue CA Highway 44 3,849 5,470 5,665 3% CA Highway 44 Cypress Avenue 2,092 3,380 3,576 5% Cypress Avenue S. Bonnyview Road 1,722 2,940 3,213 8% I-5 Southbound S. Bonnyview Road Knighton Road 1,592 2,710 3,158 14% Knighton Road Riverside Avenue 1,448 2,520 2,899 13% Riverside Avenue North Street 1,348 2,360 2,630 10% * Fair Share Calculation for these freeway mainline segments are based on a revised formula (Project Traffic/Cumulative Plus Project Traffic) to account for existing unacceptable Level of Service at each location that the proposed project is not responsible for. Source: Fehr & Peers, 2010 / Quad Knopf 2010
4 INTERSECTION FAIR SHARE CALCULATIONS WEEKDAY PM PEAK HOUR Location Existing Cumulative No Project Cumulative Plus Project Fair Share % Cypress Avenue / I-5 SB Ramps 4,039 4,900 5,076 * Cypress Avenue / I-5 NB Ramps 4,154 4,960 5,047 * Bonnyview Road / I-5 SB Ramps 2,651 4,050 4,321 No Mitigation Required Bonnyview Road / I-5 NB Ramps 2,208 3,270 3,419 12%*** Churn Creek Road / Rancho Road * Churn Creek Road / E Niles Lane Knighton Road / Airport Road 932 1,770 1,980 Knighton Road / Churn Creek Road 666 1,130 1,384 Knighton Rd / Churn Creek Rd / Pacheco Rd 692 1,220 1,552 No Mitigation Required No Mitigation Required No Mitigation Required No Mitigation Required Knighton Road / I-5 NB Ramps 786 1,270 3,615 ** Knighton Road / I-5 SB Ramps ** Knighton Road / Riverland Drive No Mitigation Required Riverside Avenue / I-5 SB Ramps 1,118 1,920 2,085 8%**** Riverside Avenue / I-5 NB Ramps 888 1,770 1,866 5%**** Knighton Rd / Project Access Churn Creek Rd / Project Access (1) Churn Creek Rd / Project Access (2) Churn Creek Rd / Project Access (3) To Be Constructed by Project To Be Constructed by Project To Be Constructed by Project To Be Constructed by Project
5 Location Existing Cumulative No Project Cumulative Plus Project Fair Share % Churn Creek Rd / Project Access (4) To Be Constructed by Project * Fair Share Calculation to be in accordance with Major Road Impact Fees Program adopted by the Board of Supervisors in June 1991 (Resolution , A Resolution Establishing Major Road Impact Fees for the South Central Regional Area). ** Fair Share Calculation to be in accordance with Shasta County Ordinance 665 Public Facilities Impact Fees. *** Fair Share Calculation = Project Traffic/Cumulative Plus Project Traffic Existing Traffic **** Fair Share Calculation for these intersections are based on a revised formula (Project Traffic/Cumulative Plus Project Traffic) to account for existing unacceptable Level of Service at each location that the proposed project is not responsible for. Source: Fehr & Peers and Quad Knopf, 2010 ROADWAY SEGMENT FAIR SHARE CALCULATIONS AVERAGE WEEKDAY VOLUME Location From Segment To Existing Cumulative No Project Cumulative Plus Project Fair Share % I-5 Southbound Ramps I-5 Northbound Ramps 5,572 7,500 14,549 * Knighton Road I-5 Northbound Ramps Churn Creek Road 6,705 11,100 25,021 * Churn Creek Road Churn Creek Road Airport Road 3,756 5,600 7,891 Knighton Road E. Niles Lane 2,753 4,800 6,034 E. Niles Lane Rancho Road 4,100 5,000 6,057 Rancho Road I-5 15,296 17,000 17,176 No Mitigation Required No Mitigation Required No Mitigation Required No Mitigation Required * Fair Share Calculation to be in accordance with Shasta County Ordinance 665 Public Facilities Impact Fees. Source: Fehr & Peers and Quad Knopf, 2010
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