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HomeMy Public PortalAbout06 June 29, 2023 SR-91 AdvisoryOrange County Transportation Authority State Route 91 Advisory Committee Agenda Thursday, June 29, 2023 at 12:00 p.m. Meeting Location: OCTA Headquarters, 550 South Main Street, Orange, California Committee Members Doug Chafee, OCTA, Chairman Wes Speake, RCTC, Vice Chairman Brian Berkson, RCTC Jon Dumitru, OCTA Gene Hernandez, OCTA Kevin Jeffries, RCTC Farrah N. Khan, OCTA Bob Magee, RCTC Karen Spiegel, RCTC Donald P. Wagner, OCTA Jose Diaz, OCTA, Alternate Fred Jung, OCTA, Alternate Clint Lorimore, RCTC, Alternate Catalino A. Pining III, Caltrans Dist. 8, Ex-Officio Ryan Chamberlain, Caltrans Dist.12, Ex-Officio Ray Marquez, SBCTA - Ex-Officio Any person with a disability who requires a modification or accommodation in order to participate in this meeting should contact the Orange County Transportation Authority (OCTA) Clerk of the Board's office at (714) 560-5676, no less than two business days prior to this meeting to enable OCTA to make reasonable arrangements to assure accessibility to this meeting. Agenda Descriptions Agenda descriptions are intended to give members of the public a general summary of items of business to be transacted or discussed. The posting of the recommended actions does not indicate what action will be taken. The Committee may take any action which it deems to be appropriate on the agenda item and is not limited in any way by the notice of the recommended action. Public Availability of Agenda Materials All documents relative to the items referenced in this agenda are available for public inspection at www.octa.net or through the Clerk of the Board ’s office at the OCTA Headquarters, 600 South Main Street, Orange, California. Page 1 Orange County Transportation Authority STATE ROUTE 91 ADVISORY COMMITTEE MEETING AGENDA Meeting Access and Public Comments on Agenda Items Members of the public can either attend in -person or listen to audio live streaming of the Board and Committee meetings by clicking this link: https://octa.legistar.com/Calendar.aspx In-Person Comment Members of the public may attend in -person and address the Board regarding any item. Please complete a speaker’s card and submit it to the Clerk of the Board or notify the Clerk of the Board the item number on which you wish to speak. Speakers will be recognized by the Chairman at the time the agenda item is to be considered. Comments shall be limited to three minutes. Written Comment Written public comments may also be submitted by emailing them to ClerkOffice@octa .net, and must be sent by 5:00 p.m. the day prior to the meeting. If you wish to comment on a specific agenda Item, please identify the Item number in your email. All public comments that are timely received will be part of the public record and distributed to the Board. Public comments will be made available to the public upon request. Call to Order Pledge of Allegiance Director Berkson Closed Session There are no Closed Session items scheduled. Special Calendar There are no Special Calendar matters. Consent Calendar (Items 1 and 2) All items on the Consent Calendar are to be approved in one motion unless a Committee Member or a member of the public requests separate action or discussion on a specific item. Approval of Minutes1. Recommendation Approve the minutes of the March 30, 2023 State Route 91 Advisory Committee meeting. Minutes Attachments: 91 Express Lanes Status Reports2. Kirk Avila/Jennifer Crosson Overview The 91 Express Lanes status reports for the months of February 2023 through April 2023 have been prepared for State Route 91 Advisory Committee review. The reports highlight operational and financial activities for both the Orange County Transportation Authority and Riverside County Transportation Commission segments of the 91 Express Lanes. Page 2 Orange County Transportation Authority STATE ROUTE 91 ADVISORY COMMITTEE MEETING AGENDA Recommendation Receive and file the 91 Express Lanes Status Reports for the months of February 2023 through April 2023. Staff Report Attachment A Attachment B Attachment C Attachments: Regular Calendar Draft 2023 State Route 91 Implementation Plan3. Alison Army/Kia Mortazavi Overview The Orange County Transportation Authority and the Riverside County Transportation Commission annually prepare a plan for potential improvements along the State Route 91 corridor between State Route 57 in Orange County and Interstate 15 in Riverside County. The plan includes a listing of proposed improvements, preliminary cost estimates, and potential implementation timeframes. These improvements are sponsored by various agencies, such as the Orange County Transportation Authority, the Riverside County Transportation Commission, the Transportation Corridor Agencies, the California Department of Transportation, and cities along the corridor. The Draft 2023 State Route 91 Implementation Plan is provided for information purposes. Recommendation Receive and file as an information item. Staff Report Attachment A Presentation Attachments: Discussion Items Construction Update: 91 Corridor4. David Thomas Overview Riverside County Transportation Commission staff will be updating the Committee on the status and timing of on-going freeway construction projects in Riverside County. Presentation Attachments: Page 3 Orange County Transportation Authority STATE ROUTE 91 ADVISORY COMMITTEE MEETING AGENDA Orange County Transportation Authority 91 Express Lanes Debt Refinancing5. Andrew Oftelie Overview Orange County Transportation Authority staff will be providing an update to the State Route 91 Advisory Committee on the recent refinancing of the 91 Express Lanes debt for the Orange County segment. 6.Public Comments 7.General Manager's Report - Orange County Transportation Authority 8.Toll Operations Director's Report - Riverside County Transportation Commission 9.Committee Members' Reports 10.Adjournment The next regularly scheduled meeting of this Committee will be held: 12:00 p.m. on Thursday, November 30, 2023 OCTA Headquarters, 550 South Main Street, Orange, California Page 4 Orange County Transportation Authority MINUTES State Route 91 Advisory Committee Meeting March 30, 2023 Page 1 of 4 Committee Members Present Doug Chaffee, OCTA, Chairman Wes Speake, RCTC, Vice Chairman Brian Berkson, RCTC Jon Dumitru, OCTA Gene Hernandez, OCTA Kevin Jeffries, RCTC Bob Magee, RCTC Donald P. Wagner, OCTA Ray Marquez, SBCTA , Ex-Officio Staff Present Darrell E. Johnson, OCTA Chief Executive Officer Anne Mayer, RCTC, Executive Director Sahara Meisenheimer, Clerk of the Board Specialist Gina Ramirez, Clerk of the Board Specialist, Senior Kirk Avila, OCTA. General Manager, Express Lanes Jennifer Crosson, RCTC, Director, Toll Operations James M. Donich, OCTA General Counsel Steven DeBaun, RBCTC, General Counsel Committee Members Absent Farrah N. Khan, OCTA Karen Spiegel, RCTC Ryan Chamberlain, Caltrans Dist.12, Ex-Officio Catalino A. Pininig III, Caltrans Dist. 8, Ex-Officio Call to Order The March 30, 2023 regular meeting of the State Route 91 (SR-91) Advisory Committee was called to order by Committee Chairman Berkson at 12:02 p.m. Roll Call Sahara Meisenheimer, Clerk of the Board Specialist, conducted an attendance roll call and announced a quorum of the SR-91 Advisory Committee. Special Calendar 1. Election of New State Route 91 Advisory Committee Chair Committee Chairman Berkson opened the floor for nominations of the Committee Chair and recommended Member Chaffee. A motion was made by Member Hernandez, seconded by Member Wagner, and following a roll call vote, declared passed 8-0, to elect current Member Chaffee as the Chairman of the State Route 91 Advisory Committee. 2. Election of New State Route 91 Advisory Committee Vice Chair Newly-elected Committee Chairman Chaffee opened the floor for nominations of the office of Committee Vice Chair. Member Magee nominated Member Speake. MINUTES State Route 91 Advisory Committee Meeting March 30, 2023 Page 2 of 4 A motion was made by Member Magee, seconded by Committee Chairman Chaffee, and declared passed 8-0, to elect Member Speake as the Vice Chairman of the State Route 91 Advisory Committee. Consent Calendar (Items 3 through 6) 3. Approval of Minutes A motion was made by Member Hernandez, seconded by Member Berkson, and declared passed 8-0, to approve the minutes of the June 3, 2022 minutes of the State Route 91 Advisory Committee meeting. 4. 91 Express Lanes Status Reports A motion was made by Member Hernandez, seconded by Member Berkson, and declared passed 8-0, to receive and file the 91 Express Lanes status reports for the months of April 2022 through January 2023. 5. Orange County Transportation Authority Fiscal Year 2021-22 91 Express Lanes Fund Financial Statements A motion was made by Member Hernandez, seconded by Member Berkson, and declared passed 8-0, to receive and file the Orange County Transportation Authority Fiscal Year 2021-22 91 Express Lanes Annual Financial Statements. 6. Fiscal Year 2021/22 Riverside County Transportation Commission 91 Express Lanes Annual Financial Statements A motion was made by Member Hernandez, seconded by Member Berkson, and declared passed 8-0, to receive and file the Fiscal Year 2021-22 Riverside County Transportation Commission 91 Express Lanes Fund audited financial statements. Regular Calendar 7. Riverside County Transportation Commission 91 Express Lanes Toll Policy and Toll Schedule Jennifer Crosson, Toll Operations Director, RCTC, provided a PowerP oint presentation. MINUTES State Route 91 Advisory Committee Meeting March 30, 2023 Page 3 of 4 A motion was made by Member Hernandez, seconded by Member Berkson, and declared passed 8-0, to allow public comment and consider and provide input on the amended and restated RCTC 91 Express Lanes Toll Policy and Toll Schedule, to take effect as of the date the RCTC 15/91 Connector opens to the traveling public. Discussion Items 8. 91 Express Lanes Update Kirk Avila, General Manager, 91 Express Lanes, OCTA, and Silva Mardrussian, Toll Customer Service Manager, RCTC, provided a PowerPoint presentation on this item. Following the presentation, no action was taken on this item. 9. Public Comments No public comments were received. 10. General Manager's Report - Orange County Transportation Authority Kirk Avila, General Manager, 91 Express Lanes, OCTA, reported on the following: • Staff is working on updating the State Route 91 Implementation Plan for the quarter. • OCTA will be replacing all of the CCTV cameras along the corridor. 11. Toll Operations Report - Riverside County Transportation Commission Jennifer Crosson, Toll Operations Director, RCTC, reported on the following: • RCTC is scheduled to open the 15/91 connector to the toll system later in the year. • The McKinely exit will be widened to two lanes. • Implement dynamic pricing for installation of 60-foot poles to hold the traffic detectors and view the express lanes unobstructively. 12. Committee Members' Reports There were no Committee Members’ Reports. MINUTES State Route 91 Advisory Committee Meeting March 30, 2023 Page 4 of 4 13. Closed Session There were no Closed Session items scheduled. 14. Adjournment The meeting adjourned at 12:39 p.m. The next regularly scheduled meeting of this Committee will be held: 12:00 p.m. on Thursday, June 29, 2023 OCTA Headquarters 550 South Main Street Orange, California. ATTEST: Sahara Meisenheimer Clerk of the Board Specialist Orange County Transportation Authority 550 South Main Street / P.O. Box 14184 / Orange / California 92863-1584 / (714) 560-OCTA (6282) Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor / Riverside / CA 92501 / (951) 787-7141 June 29, 2023 To: State Route 91 Advisory Committee From: Kirk Avila, General Manager, OCTA Jennifer Crosson, Toll Program Director, RCTC Subject: 91 Express Lanes Status Reports Overview The 91 Express Lanes status reports for the months of February 2023 through April 2023 have been prepared for State Route 91 Advisory Committee review. The reports highlight operational and financial activities for both the Orange County Transportation Authority and Riverside County Transportation Commission segments of the 91 Express Lanes. Recommendation Receive and file the 91 Express Lanes Status Reports for the months of February 2023 through April 2023. Background The joint monthly status reports are prepared to document 91 Express Lanes activities and are provided for State Route 91 Advisory Committee review. Discussion For the month of February 2023, traffic volumes in the 91 Express Lanes for both the Orange County Transportation Authority (OCTA) and Riverside County Transportation Commission (RCTC) segments decreased as compared to the same period in 2022 while gross potential toll revenue increased. For the months of March 2023 and April 2023, gross potential toll revenues and traffic volumes in the 91 Express Lanes for both the OCTA and RCTC segments increased as compared to the same periods in 2022. 91 Express Lanes Status Reports Page 2 Staff will continue to closely monitor traffic and revenue data and report back to the State Route 91 Advisory Committee regularly. Summary The 91 Express Lanes status reports for the months of February 2023 through April 2023 are provided for review. The report highlights operational and financial activities. Attachments A. 91 Express Lanes Status Report – As of February 28, 2023 B. 91 Express Lanes Status Report – As of March 31, 2023 C. 91 Express Lanes Status Report – As of April 30, 2023 Orange County Transportation Authority Riverside County Transportation Commission Status Report February 2023 As of February 28, 2023 ATTACHMENT A 2 Table of Contents Operations Overview OCTA ............................................................................................ 3 Traffic and Revenue Statistics for OCTA ......................................................................... 3 OCTA Traffic and Revenue Summary ............................................................................. 5 OCTA Peak-Hour Volumes ............................................................................................. 6 OCTA Eastbound Peak-Hour Volumes ........................................................................... 6 OCTA Westbound Peak-Hour Volumes .......................................................................... 7 OCTA Operational Highlights .......................................................................................... 8 Financial Highlights OCTA .............................................................................................. 9 Operations Overview RCTC ............................................................................................ 9 Traffic and Revenue Statistics for RCTC ....................................................................... 10 RCTC Traffic and Revenue Summary ........................................................................... 12 RCTC Peak-Hour Volumes ........................................................................................... 13 RCTC Eastbound Peak-Hour Volumes ......................................................................... 13 RCTC Westbound Peak-Hour Volumes ........................................................................ 14 RCTC Operational Highlights ........................................................................................ 17 Financial Highlights RCTC ............................................................................................ 18 Joint Agency Trip and Revenue Statistics ..................................................................... 19 Joint Agency Traffic Statistics ....................................................................................... 19 Joint Agency Performance Measures............................................................................ 20 Joint Agency Transponder Distribution.......................................................................... 20 3 OPERATIONS OVERVIEW OCTA TRAFFIC AND REVENUE STATISTICS FOR OCTA Total traffic volume on the 91 Express Lanes (91 EL) for February 2023 was 1,498,268. This represents a daily average of 53,510 vehicles. This is a 2.3 percent decrease in total traffic volume from the same period last year, which totaled 1,534,225. Potential toll revenue for February was $4,782,204, which represents an increase of 0.8 percent from the prior year’s total of $4,743,360. Higher gas prices and the higher level of inflation led to lower usage of the 91 Express Lanes. The carpool percentage for February was 23.2 percent as compared to the previous year’s rate of 23 percent. Month-to-date (MTD) traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the Orange County Transportation Authority (OCTA) 91 EL and associated potential revenue for the month of February 2023. Current MTD as of February 28, 2023 Trips FEB-23 MTD Actual FEB-22 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 1,150,676 1,181,151 (2.6%) 3+ Lanes 347,592 353,074 (1.6%) Total Gross Trips 1,498,268 1,534,225 (2.3%) Revenue Full Toll Lanes $4,725,359 $4,693,158 0.7% 3+ Lanes $56,845 $50,202 13.2% Total Gross Revenue $4,782,204 $4,743,360 0.8% Average Revenue per Trip Average Full Toll Lanes $4.11 $3.97 3.5% Average 3+ Lanes $0.16 $0.14 14.3% Average Gross Revenue $3.19 $3.09 3.2% 4 The 2023 fiscal year-to-date (YTD) traffic volume decreased by 2.4 percent, and potential toll revenue increased by 0.3 percent when compared with the same period the prior year. YTD average revenue per trip is $3.17. Fiscal YTD traffic and revenue data are summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the OCTA 91 EL and associated potential revenue for the months of July 2022 through February 2023. Fiscal Year (FY) 2022-23 YTD as of February 28, 2023 Trips FY 2022-23 YTD Actual FY 2021-22 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 9,684,274 10,035,959 (3.5%) 3+ Lanes 3,033,497 2,996,163 1.2% Total Gross Trips 12,717,771 13,032,122 (2.4%) Revenue Full Toll Lanes $39,891,714 $39,839,482 0.1% 3+ Lanes $484,229 $405,817 19.3% Total Gross Revenue $40,375,943 $40,245,299 0.3% Average Revenue per Trip Average Full Toll Lanes $4.12 $3.97 3.8% Average 3+ Lanes $0.16 $0.14 14.3% Average Gross Revenue $3.17 $3.09 2.6% 5 O CTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between full toll trips and high-occupancy vehicle (HOV3+) trips for FY 2022-23 on a monthly basis. The chart below reflects the gross potential revenue breakdown between full toll trips and HOV3+ trips for FY 2022-23 on a monthly basis. 6 OCTA PEAK -HOUR VOLUMES Peak-hour traffic in the eastbound and westbound directions reached or exceeded 90 percent of defined capacity 11 times during the month of February 2023. As demonstrated on the next chart, westbound peak -hour traffic volumes top out at 95 percent of defined capacity. OCTA EASTBOUND PEAK -HOUR VOLUMES 7 OCTA WEST BOUND PEAK -HOUR VOLUMES 8 OCTA OPERATIONAL HIGHLIGHTS On-Road Operations OCTA Freeway Service Patrol responded to 98 calls during the month of February. Of those calls, 29 were to assist disabled vehicles, three were to remove debris, 31 were to tow vehicles, and 35 were to aid motorists in the 91 Express Lanes. 9 FINANCIAL HIGHLIGHTS OCTA Capital Asset Activity During the eight months ending February 28, 2023, capital asset activities included payments of $523,251 attributed to the Electronic Toll and Traffic Management system project and $297,339 attributed to the back-office system implementation project. 10 OPERATIONS OVERVIEW RIVERSIDE COUNTY T RANSPORTATION COMMITTEE (RCTC ) TRAFFIC AND REVENUE STATISTICS FOR RCTC Total traffic volume on the 91 EL for February 2023 was 1,247,474. This represents a daily average of 44,553 vehicles. This is a 3.6 percent decrease in total traffic volume from the same period last year, which totaled 1,293,585. Potential toll revenue for February was $5,230,712, which represents an increase of 4.3 percent from the prior year’s total of $5,015,454. Carpool percentage for February was 22.6 percent as compared to the previous year’s rate of 21.7 percent. MTD traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the RCTC 91 EL and associated potential revenue for the month of February 2023. Current MTD as of February 28, 2023 Trips FEB-23 MTD Actual Stantec MTD Projected # Variance % Variance FEB-22 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 965,755 824,000 141,755 17.2%1,013,448 (4.7%) 3+ Lanes 281,719 304,000 (22,281)(7.3%)280,137 0.6% Total Gross Trips 1,247,474 1,128,000 119,474 10.6%1,293,585 (3.6%) Revenue Full Toll Lanes $5,187,206 $3,949,429 $1,237,777 31.3%$4,976,891 4.2% 3+ Lanes $43,506 $0 $43,506 $38,563 12.8% Total Gross Revenue $5,230,712 $3,949,429 $1,281,283 32.4%$5,015,454 4.3% Average Revenue per Trip Average Full Toll Lanes $5.37 $4.79 $0.58 12.1%$4.91 9.4% Average 3+ Lanes $0.15 $0.00 $0.15 $0.14 7.1% Average Gross Revenue $4.19 $3.50 $0.69 19.7%$3.88 8.0% 11 The 2023 fiscal YTD traffic volume decreased by 3.6 percent, and potential toll revenue increased by 3.9 percent when compared with the same period the prior year. YTD average revenue per trip is $4.02. Fiscal YTD traffic and revenue data are summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the RCTC 91 EL and associated potential revenue for the months of July 2022 through February 2023. FY 2022-23 YTD as of February 28, 2023 Trips FY 2022-23 YTD Actual Stantec YTD Projected # Variance % Variance FY 2021-22 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 8,247,481 7,204,600 1,042,881 14.5%8,715,531 (5.4%) 3+ Lanes 2,454,289 2,615,571 (161,282)(6.2%)2,385,586 2.9% Total Gross Trips 10,701,770 9,820,171 881,599 9.0%11,101,117 (3.6%) Revenue Full Toll Lanes $42,648,125 $34,403,086 $8,245,039 24.0%$41,095,268 3.8% 3+ Lanes $370,264 $0 $370,264 $322,966 14.6% Total Gross Revenue $43,018,389 $34,403,086 $8,615,303 25.0%$41,418,234 3.9% Average Revenue per Trip Average Full Toll Lanes $5.17 $4.78 $0.39 8.2%$4.72 9.5% Average 3+ Lanes $0.15 $0.00 $0.15 $0.14 7.1% Average Gross Revenue $4.02 $3.50 $0.52 14.9%$3.73 7.8% 12 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between full toll lanes and HOV3+ lanes for FY 2022-23 on a monthly basis. The chart below reflects the gross potential revenue breakdown between full toll lanes and HOV3+ lanes for FY 2022-23 on a monthly basis. $5,184,469 $5,872,100 $5,511,833 $5,535,901 $5,256,935 $5,072,859 $5,026,823 $5,187,206 $47,614 $45,820 $48,479 $44,046 $45,233 $52,628 $42,937 $43,506 $0 $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 $7,000,000 Jul-22 Aug-22 Sep-22 Oct-22 Nov-22 Dec-22 Jan-23 Feb-23 Mar-23 Apr-23 May-23 Jun-23 Re v e n u e Month FY 2022-23 Revenue Summary Full Toll Lanes 3+ Lanes 13 RCTC PEAK -HOUR VOLUMES In February, no toll rates were adjusted. RCTC evaluates traffic volumes for peak-period hours and adjusts rates according to the toll rate policy. RCTC E ASTBOUND PEAK -HOUR VOLUMES Eastbound PM Peak - County Line to McKinley  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $10.65 204 1124 1,328 F $13.85 161 798 959 C $27.90 253 973 1,226 E 1500 - 1600 $13.40 253 938 1,191 D $17.30 297 1,062 1,359 F $27.60 197 713 910 C 1600 - 1700 $5.65 215 964 1,179 D $8.05 219 969 1,188 D $16.25 187 662 849 C 1700 - 1800 $5.65 216 928 1,144 D $5.65 194 941 1,135 D $7.35 258 877 1,135 D 1800 - 1900 $5.65 258 824 1,082 D $5.65 289 829 1,118 D $5.65 308 755 1,063 D 1900 - 2000 $4.45 310 817 1,127 D $5.65 292 821 1,113 D $4.45 299 840 1,139 D  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 218 960 1,178 D $7.35 199 1,123 1,322 F $10.65 207 1,040 1,247 E $13.85 219 1,128 1,347 F $27.90 306 1,076 1,382 F 1500 - 1600 $8.05 236 967 1,203 E $10.20 233 992 1,225 E $13.40 238 1,015 1,253 E $17.30 271 1,005 1,276 E $27.60 326 1,072 1,398 F 1600 - 1700 $5.65 196 923 1,119 D $5.65 202 866 1,068 D $5.65 219 957 1,176 D $8.05 222 1,032 1,254 E $16.25 300 1,000 1,300 E 1700 - 1800 $5.65 143 877 1,020 D $5.65 166 872 1,038 D $5.65 215 949 1,164 D $5.65 221 964 1,185 D $7.35 275 980 1,255 E 1800 - 1900 $5.65 267 837 1,104 D $5.65 267 874 1,141 D $5.65 260 826 1,086 D $5.65 255 897 1,152 D $5.65 308 927 1,235 E 1900 - 2000 $2.40 277 723 1,000 C $4.45 280 793 1,073 D $4.45 314 846 1,160 D $5.65 286 904 1,190 D $4.45 315 772 1,087 D  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 200 988 1,188 D $7.35 206 1,114 1,320 F $10.65 215 1,020 1,235 E $13.85 254 1,152 1,406 F $27.90 301 995 1,296 E 1500 - 1600 $8.05 258 932 1,190 D $10.20 221 995 1,216 E $13.40 247 1,028 1,275 E $17.30 308 939 1,247 E $27.60 393 1,017 1,410 F 1600 - 1700 $5.65 201 1,012 1,213 E $5.65 226 1,027 1,253 E $5.65 223 975 1,198 D $8.05 221 748 969 C $16.25 327 1,047 1,374 F 1700 - 1800 $5.65 228 878 1,106 D $5.65 239 919 1,158 D $5.65 194 961 1,155 D $5.65 256 1,104 1,360 F $7.35 319 1,003 1,322 F 1800 - 1900 $5.65 277 805 1,082 D $5.65 281 829 1,110 D $5.65 274 782 1,056 D $5.65 255 796 1,051 D $5.65 324 845 1,169 D 1900 - 2000 $2.40 220 544 764 B $4.45 320 832 1,152 D $4.45 330 867 1,197 D $5.65 322 816 1,138 D $4.45 417 896 1,313 F  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 284 920 1,204 E $7.35 215 1,004 1,219 E $10.65 231 1,040 1,271 E $13.85 235 967 1,202 E $27.90 253 815 1,068 D 1500 - 1600 $8.05 315 940 1,255 E $10.20 230 989 1,219 E $13.40 245 949 1,194 D $17.30 217 952 1,169 D $27.60 228 689 917 C 1600 - 1700 $5.65 280 812 1,092 D $5.65 178 971 1,149 D $5.65 214 1,009 1,223 E $8.05 193 867 1,060 D $16.25 205 705 910 C 1700 - 1800 $5.65 266 709 975 C $5.65 230 897 1,127 D $5.65 229 957 1,186 D $5.65 233 808 1,041 D $7.35 237 764 1,001 D 1800 - 1900 $5.65 239 521 760 B $5.65 248 715 963 C $5.65 285 863 1,148 D $5.65 214 673 887 C $5.65 254 694 948 C 1900 - 2000 $2.40 264 381 645 B $4.45 296 788 1,084 D $4.45 272 758 1,030 D $5.65 146 440 586 B $4.45 192 441 633 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 220 836 1,056 D $7.35 183 980 1,163 D 1500 - 1600 $8.05 221 846 1,067 D $10.20 249 945 1,194 D 1600 - 1700 $5.65 189 826 1,015 D $5.65 181 918 1,099 D 1700 - 1800 $5.65 191 827 1,018 D $5.65 205 910 1,115 D 1800 - 1900 $5.65 231 739 970 C $5.65 274 786 1,060 D 1900 - 2000 $2.40 229 563 792 B $4.45 175 424 599 B Wednesday 03/01/23 Friday 02/24/23 Thursday 03/02/23 Friday 03/03/23 02/13/23 Tuesday 02/14/23 Monday 02/27/23 Tuesday 02/28/23 Thursday 02/23/23 01/30/23 Tuesday 01/31/23 Thursday Monday 02/20/23 Tuesday 02/21/23 Wednesday 02/22/23 Wednesday 02/15/23 Thursday 02/16/23 Friday 02/17/23Monday 02/09/23 Friday 02/10/23Monday02/06/23 Tuesday 02/07/23 Wednesday 02/08/23 Wednesday 02/01/23 Thursday 02/02/23 Friday 02/03/23Monday 14 Eastbound PM Peak - County Line to 15 SB Ontario  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 127 776 903 C $5.65 95 647 742 B $5.65 131 719 850 C 1500 - 1600 $5.65 129 696 825 C $5.65 137 738 875 C $5.65 94 595 689 B 1600 - 1700 $5.65 105 600 705 B $5.65 126 668 794 B $3.15 101 534 635 B 1700 - 1800 $3.15 105 565 670 B $3.15 105 630 735 B $3.15 123 606 729 B 1800 - 1900 $3.15 139 614 753 B $3.15 163 573 736 B $3.15 180 541 721 B 1900 - 2000 $3.15 203 650 853 C $3.15 182 631 813 C $3.15 183 554 737 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 126 763 889 C $5.65 133 761 894 C $5.65 115 751 866 C $5.65 125 762 887 C $5.65 159 805 964 C 1500 - 1600 $5.65 113 657 770 B $5.65 103 699 802 C $5.65 130 735 865 C $5.65 116 660 776 B $5.65 153 684 837 C 1600 - 1700 $3.15 114 578 692 B $5.65 127 596 723 B $5.65 119 637 756 B $5.65 114 578 692 B $3.15 146 674 820 C 1700 - 1800 $3.15 93 604 697 B $3.15 107 650 757 B $3.15 105 606 711 B $3.15 127 634 761 B $3.15 135 622 757 B 1800 - 1900 $3.15 135 572 707 B $3.15 155 649 804 C $3.15 159 611 770 B $3.15 138 593 731 B $3.15 163 546 709 B 1900 - 2000 $3.15 154 517 671 B $3.15 166 653 819 C $3.15 204 710 914 C $3.15 181 672 853 C $3.15 193 519 712 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 108 718 826 C $5.65 105 782 887 C $5.65 127 802 929 C $5.65 126 803 929 C $5.65 136 634 770 B 1500 - 1600 $5.65 147 727 874 C $5.65 124 695 819 C $5.65 133 698 831 C $5.65 120 729 849 C $5.65 141 622 763 B 1600 - 1700 $3.15 153 600 753 B $5.65 100 617 717 B $5.65 122 615 737 B $5.65 111 494 605 B $3.15 155 554 709 B 1700 - 1800 $3.15 130 632 762 B $3.15 126 563 689 B $3.15 117 590 707 B $3.15 155 662 817 C $3.15 142 552 694 B 1800 - 1900 $3.15 181 593 774 B $3.15 169 586 755 B $3.15 146 594 740 B $3.15 127 568 695 B $3.15 142 461 603 B 1900 - 2000 $3.15 133 414 547 B $3.15 197 605 802 C $3.15 190 638 828 C $3.15 177 571 748 B $3.15 233 603 836 C  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 150 589 739 B $5.65 125 735 860 C $5.65 149 759 908 C $5.65 120 717 837 C $5.65 142 605 747 B 1500 - 1600 $5.65 191 610 801 C $5.65 149 672 821 C $5.65 134 679 813 C $5.65 97 674 771 B $5.65 136 560 696 B 1600 - 1700 $3.15 142 527 669 B $5.65 132 696 828 C $5.65 125 611 736 B $5.65 114 528 642 B $3.15 118 517 635 B 1700 - 1800 $3.15 150 483 633 B $3.15 127 648 775 B $3.15 142 579 721 B $3.15 127 539 666 B $3.15 149 452 601 B 1800 - 1900 $3.15 173 367 540 B $3.15 168 623 791 B $3.15 170 608 778 B $3.15 120 465 585 B $3.15 157 476 633 B 1900 - 2000 $3.15 156 263 419 B $3.15 193 727 920 C $3.15 175 576 751 B $3.15 108 373 481 B $3.15 134 328 462 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 110 664 774 B $5.65 120 734 854 C 1500 - 1600 $5.65 142 611 753 B $5.65 122 736 858 C 1600 - 1700 $3.15 109 601 710 B $5.65 118 691 809 C 1700 - 1800 $3.15 129 564 693 B $3.15 115 631 746 B 1800 - 1900 $3.15 155 561 716 B $3.15 158 577 735 B 1900 - 2000 $3.15 167 454 621 B $3.15 97 380 477 B Thursday 03/02/23 Friday 03/03/23Monday02/27/23 Tuesday 02/28/23 Wednesday 03/01/23 Wednesday 02/22/23 Thursday 02/23/23 Friday 02/24/23Monday02/20/23 Tuesday 02/21/23 Thursday 02/16/23 Friday 02/17/23Monday02/13/23 Tuesday 02/14/23 Wednesday 02/15/23 Wednesday 02/08/23 Thursday 02/09/23 Friday 02/10/23Monday02/06/23 Tuesday 02/07/23 Monday 01/30/23 Tuesday 01/31/23 Wednesday 02/01/23 Thursday 02/02/23 Friday 02/03/23 15 RCTC W ESTBOUND PEAK -HOUR VOLUMES Westbound AM Peak - McKinley to County Line  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 217 365 582 B $2.40 210 360 570 B $2.40 177 336 513 B 0500 - 0600 $11.65 401 987 1,388 F $9.85 410 1,017 1,427 F $5.65 300 732 1,032 D 0600 - 0700 $19.05 423 1258 1,681 F $18.00 435 1,212 1,647 F $10.90 292 977 1,269 E 0700 - 0800 $16.35 354 1178 1,532 F $15.30 377 1,197 1,574 F $8.35 241 812 1,053 D 0800 - 0900 $10.10 190 1168 1,358 F $9.05 190 1,081 1,271 E $5.65 128 791 919 C 0900 - 1000 $5.65 164 1032 1,196 D $5.65 159 938 1,097 D $4.45 122 644 766 B  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 194 352 546 B $2.40 177 405 582 B $2.40 207 343 550 B $2.40 205 363 568 B $2.40 201 330 531 B 0500 - 0600 $11.65 380 1,003 1,383 F $11.65 390 940 1,330 E $11.65 420 974 1,394 F $9.85 425 975 1,400 F $5.65 365 909 1,274 E 0600 - 0700 $19.45 402 1,274 1,676 F $19.05 410 1,260 1,670 F $19.05 383 1,230 1,613 F $18.00 442 1,260 1,702 F $10.90 366 1,105 1,471 F 0700 - 0800 $15.60 392 1,226 1,618 F $16.35 385 1,196 1,581 F $16.35 420 1,223 1,643 F $15.30 349 1,083 1,432 F $8.35 296 1,011 1,307 E 0800 - 0900 $8.35 174 1,085 1,259 E $10.10 218 1,192 1,410 F $10.10 227 1,164 1,391 F $9.05 174 1,138 1,312 E $5.65 147 805 952 C 0900 - 1000 $5.65 165 1,014 1,179 D $5.65 188 1,191 1,379 F $5.65 150 1,032 1,182 D $5.65 176 1,127 1,303 E $4.45 178 819 997 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 191 340 531 B $2.40 200 384 584 B $2.40 196 364 560 B $2.40 209 375 584 B $2.40 170 305 475 B 0500 - 0600 $11.65 340 941 1,281 E $11.65 393 1,009 1,402 F $11.65 413 962 1,375 F $9.85 422 948 1,370 F $5.65 357 859 1,216 E 0600 - 0700 $19.45 326 1,134 1,460 F $19.05 410 1,276 1,686 F $19.05 427 1,251 1,678 F $18.00 406 1,315 1,721 F $10.90 305 1,028 1,333 E 0700 - 0800 $15.60 306 1,058 1,364 F $16.35 408 1,266 1,674 F $16.35 398 1,179 1,577 F $15.30 379 1,272 1,651 F $8.35 287 816 1,103 D 0800 - 0900 $8.35 184 942 1,126 D $10.10 160 1,240 1,400 F $10.10 200 1,195 1,395 F $9.05 221 1,137 1,358 F $5.65 191 779 970 C 0900 - 1000 $5.65 180 860 1,040 D $5.65 169 1,067 1,236 E $5.65 182 972 1,154 D $5.65 171 1,013 1,184 D $4.45 195 653 848 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 113 217 330 A $2.40 207 383 590 B $2.40 215 367 582 B $2.40 196 319 515 B $2.40 156 265 421 B 0500 - 0600 $11.65 186 589 775 B $11.65 418 1,022 1,440 F $11.65 379 1,078 1,457 F $9.85 381 779 1,160 D $5.65 257 620 877 C 0600 - 0700 $19.45 141 630 771 B $19.05 417 1,312 1,729 F $19.05 334 1,304 1,638 F $18.00 320 1,091 1,411 F $10.90 258 722 980 C 0700 - 0800 $15.60 161 608 769 B $16.35 388 1,303 1,691 F $16.35 318 1,259 1,577 F $15.30 267 977 1,244 E $8.35 267 722 989 C 0800 - 0900 $8.35 213 594 807 C $10.10 221 1,348 1,569 F $10.10 183 1,203 1,386 F $9.05 122 893 1,015 D $5.65 139 728 867 C 0900 - 1000 $5.65 247 687 934 C $5.65 225 1,388 1,613 F $5.65 149 993 1,142 D $5.65 140 751 891 C $4.45 122 536 658 B  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 183 308 491 B $2.40 178 355 533 B 0500 - 0600 $11.65 353 803 1,156 D $11.65 399 914 1,313 E 0600 - 0700 $19.45 324 946 1,270 E $19.05 396 1,137 1,533 F 0700 - 0800 $15.60 325 973 1,298 E $16.35 352 1,161 1,513 F 0800 - 0900 $8.35 141 875 1,016 D $10.10 186 1,281 1,467 F 0900 - 1000 $5.65 149 718 867 C $5.65 111 936 1,047 D Wednesday 03/01/23 Friday 02/24/23 Thursday 03/02/23 Friday 03/03/23 02/13/23 Tuesday 02/14/23 Monday 02/27/23 Tuesday 02/28/23 Thursday 02/23/23 01/30/23 Tuesday 01/31/23 Thursday Monday 02/20/23 Tuesday 02/21/23 Wednesday 02/22/23 Wednesday 02/15/23 Thursday 02/16/23 Friday 02/17/23Monday 02/09/23 Friday 02/10/23Monday02/06/23 Tuesday 02/07/23 Wednesday 02/08/23 Wednesday 02/01/23 Thursday 02/02/23 Friday 02/03/23Monday 16 Westbound AM Peak - I-15 North to County Line  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 156 427 583 B $3.15 151 407 558 B $3.15 119 357 476 B 0500 - 0600 $9.40 264 982 1,246 E $9.40 283 965 1,248 E $7.30 212 796 1,008 D 0600 - 0700 $10.85 246 1133 1,379 E $10.85 269 1,148 1,417 F $7.30 212 954 1,166 D 0700 - 0800 $10.50 225 1101 1,326 E $9.40 189 1,076 1,265 E $7.30 140 830 970 C 0800 - 0900 $7.30 144 1047 1,191 D $7.30 142 1,042 1,184 D $5.65 115 852 967 C 0900 - 1000 $5.65 113 952 1,065 D $5.65 120 984 1,104 D $5.65 104 650 754 B  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 166 448 614 B $3.15 164 442 606 B $3.15 173 450 623 B $3.15 175 415 590 B $3.15 126 374 500 B 0500 - 0600 $9.40 268 939 1,207 E $9.40 286 967 1,253 E $9.40 261 968 1,229 E $9.40 267 966 1,233 E $7.30 228 826 1,054 D 0600 - 0700 $10.50 276 1,088 1,364 E $10.85 285 1,220 1,505 F $10.85 289 1,168 1,457 F $10.85 286 1,129 1,415 F $7.30 247 908 1,155 D 0700 - 0800 $9.40 202 1,081 1,283 E $9.40 215 1,220 1,435 F $10.50 233 1,152 1,385 E $9.40 200 1,144 1,344 E $7.30 147 933 1,080 D 0800 - 0900 $7.30 128 1,047 1,175 D $7.30 155 1,110 1,265 E $7.30 136 1,133 1,269 E $7.30 120 1,091 1,211 E $5.65 130 843 973 C 0900 - 1000 $5.65 100 945 1,045 D $5.65 106 1,031 1,137 D $5.65 146 977 1,123 D $5.65 116 898 1,014 D $5.65 145 734 879 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 155 447 602 B $3.15 162 438 600 B $3.15 160 452 612 B $3.15 169 464 633 B $3.15 116 363 479 B 0500 - 0600 $9.40 254 885 1,139 D $9.40 271 1,008 1,279 E $9.40 274 978 1,252 E $9.40 281 984 1,265 E $7.30 259 796 1,055 D 0600 - 0700 $10.50 224 1,049 1,273 E $10.85 285 1,205 1,490 F $10.85 288 1,142 1,430 F $10.85 289 1,141 1,430 F $7.30 212 925 1,137 D 0700 - 0800 $9.40 169 1,073 1,242 E $9.40 201 1,163 1,364 E $10.50 221 1,148 1,369 E $9.40 221 1,112 1,333 E $7.30 172 805 977 C 0800 - 0900 $7.30 113 849 962 C $7.30 97 1,140 1,237 E $7.30 162 1,078 1,240 E $7.30 137 1,059 1,196 D $5.65 132 764 896 C 0900 - 1000 $5.65 141 769 910 C $5.65 125 876 1,001 D $5.65 126 1,007 1,133 D $5.65 115 1,017 1,132 D $5.65 150 699 849 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 103 226 329 A $3.15 179 463 642 B $3.15 170 425 595 B $3.15 162 366 528 B $3.15 115 279 394 A 0500 - 0600 $9.40 123 610 733 B $9.40 298 1,026 1,324 E $9.40 220 1,038 1,258 E $9.40 276 849 1,125 D $7.30 179 634 813 C 0600 - 0700 $10.50 85 610 695 B $10.85 288 1,214 1,502 F $10.85 223 1,235 1,458 F $10.85 220 1,113 1,333 E $7.30 190 744 934 C 0700 - 0800 $9.40 98 556 654 B $9.40 218 1,209 1,427 F $10.50 157 1,194 1,351 E $9.40 156 1,041 1,197 D $7.30 131 750 881 C 0800 - 0900 $7.30 122 544 666 B $7.30 163 1,103 1,266 E $7.30 145 1,106 1,251 E $7.30 96 968 1,064 D $5.65 91 597 688 B 0900 - 1000 $5.65 161 516 677 B $5.65 179 1,042 1,221 E $5.65 123 900 1,023 D $5.65 103 765 868 C $5.65 92 536 628 B  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 178 402 580 B $3.15 182 376 558 B 0500 - 0600 $9.40 269 887 1,156 D $9.40 251 847 1,098 D 0600 - 0700 $10.50 269 1,061 1,330 E $10.85 293 1,151 1,444 F 0700 - 0800 $9.40 196 974 1,170 D $9.40 225 1,137 1,362 E 0800 - 0900 $7.30 115 1,019 1,134 D $7.30 116 1,121 1,237 E 0900 - 1000 $5.65 113 675 788 B $5.65 97 895 992 C Thursday 03/02/23 Friday 03/03/23Monday02/27/23 Tuesday 02/28/23 Wednesday 03/01/23 Wednesday 02/22/23 Thursday 02/23/23 Friday 02/24/23Monday02/20/23 Tuesday 02/21/23 Thursday 02/16/23 Friday 02/17/23Monday02/13/23 Tuesday 02/14/23 Wednesday 02/15/23 Wednesday 02/08/23 Thursday 02/09/23 Friday 02/10/23Monday02/06/23 Tuesday 02/07/23 Monday 01/30/23 Tuesday 01/31/23 Wednesday 02/01/23 Thursday 02/02/23 Friday 02/03/23 17 RCTC O P ERATIONAL HIGHLIGHTS On-Road Operations RCTC Freeway Service Patrol responded to 69 calls during the month of February. Of those calls, 64 were to assist disabled vehicles, three calls to remove debris, and two were in response to accidents that affected the 91 EL. 18 FINANCIAL HIGHLIGHTS RCTC RCTC 91 Express Lanes Operating Statement 2/28/2023 Description Budget Dollar $Percent (%) Operating revenues: Toll Revenue 39,714,788.20$ 38,377,333.33$ 1,337,454.87$ 3.5 Fee Revenue 3,637,794.93 4,319,200.00 (681,405.07) (15.8) Total operating revenues 43,352,583.13 42,696,533.33 656,049.80 1.5 Operating expenses: Salaries and Benefits 494,915.13 537,000.00 42,084.87 7.8 Legal Services 25,627.05 233,333.33 207,706.28 89.0 Advisory Services 31,696.38 50,666.67 18,970.29 37.4 Audit and Accounting Fees 31,096.00 25,000.00 (6,096.00) (24.4) Service Fees 4,735.12 8,666.67 3,931.55 45.4 Other Professional Services 286,417.92 830,000.00 543,582.08 65.5 Lease Expense 162,865.60 222,466.67 59,601.07 26.8 Operations 1,563,209.16 3,101,333.33 1,538,124.17 49.6 Utilities 29,957.40 48,400.00 18,442.60 38.1 Supplies and Materials 4,830.97 7,066.67 2,235.70 31.6 Membership and Subscription Fees 29,076.29 18,866.67 (10,209.62) (54.1) Office Equipment & Furniture (Non-Capital)- 53,333.33 53,333.33 100.0 Maintenance/Repairs 159,773.64 293,333.33 133,559.69 45.5 Training Seminars and Conferences 611.25 5,333.33 4,722.08 88.5 Transportation Expenses 414.23 1,933.33 1,519.10 78.6 Lodging 1,784.93 1,666.67 (118.26) (7.1) Meals 232.48 2,000.00 1,767.52 88.4 Other Staff Expenses 75.13 333.33 258.20 77.5 Advertising - 100,000.00 100,000.00 100.0 Program Management 41,250.82 34,933.33 (6,317.49) (18.1) Program Operations 1,072,925.77 5,559,133.33 4,486,207.56 80.7 Litigation Settlement - - - N/A Furniture & Equipment 4,160.23 50,000.00 45,839.77 91.7 Improvements - 26,666.67 26,666.67 100.0 Bad Debt Expense 596.41 - (596.41) N/A Total operating expenses 3,946,251.91 11,211,466.67 7,265,214.76 64.8 Operating income (loss)39,406,331.22 31,485,066.67 7,921,264.55 25.2 Nonoperating revenues (expenses): Interest Revenue 1,396,795.37 74,800.00 1,321,995.37 (1,767.4) Other Miscellaneous Revenue 42,562.81 - 42,562.81 N/A Loss on Refunding - - - N/A Principal Expense - - - N/A Interest Expense (12,357,470.72) (14,800,666.67) 2,443,195.95 (16.5) Total nonoperating revenues (expenses)(10,918,112.54) (14,725,866.67) 3,807,754.13 25.9 Transfers In 42.90 - 42.90 N/A Transfers Out (598,700.00) (829,800.00) 231,100.00 (27.9) Net income (loss)27,889,561.58$ 15,929,400.00$ 11,960,161.58$ 75.1 1 Unaudited YTD as of : YTD Variance Actual1 19 JOINT AGENCY TRIP AND REVENUE STATISTICS JOINT AGENCY TRAFFIC STATISTICS MULTI AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING February 28, 2023 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 751,826 537,408 71%$2,151,379 RCTC 663,400 537,408 81%$3,015,365 Eastbound OCTA 746,442 485,902 65%$2,630,825 RCTC 584,074 485,902 83%$2,215,347 20 JOINT AGENCY PER FORMANCE MEASURES REPORTING REQUIREMENT REPORTING PERIOD PERFORMANCE STANDARD February 2023 PERFORMANCE Customer Service Service Level /Speed of Answer Monthly 80% answered within 60 seconds 84% answered within 60 seconds Abandon Percentage Monthly 4 % < 1% Customer Satisfaction Score Monthly 4.5 => 4.89 First Contact Resolution Monthly 85% of calls resolved on the first contact 96% Timeliness of Case Resolution Monthly 90% of cases resolved in one (1) business day 99% Monthly 98% of cases resolved within five (5) business days 100% Mail Performance Processing Returned Mail Monthly Per business day in which 90% of returned mail is processed within three (3) business days 100% Monthly Per business day in which 100% of returned mail is processed within five (5) business days 100% Research and resolve unidentified Payments Monthly 100% of all unidentified payments are completely and accurately resolved within five (5) business days 100% Payment Processing Monthly Per business day in which 100% of payments are processed within two (2) business days 100% Accounting Customer Refunds Processed Monthly Per business day in which 100% of all refunds are completely and accurately issued within five (5) business days 100% JOINT AGENCY TRANSPONDER DISTRIBUTION At the end of February 2023, the 91 EL had 166,996 active customer accounts and 654,207 transponders classified as assigned. 21 Number of Accounts by FY As of February 28, 2023 Orange County Transportation Authority Riverside County Transportation Commission Status Report March 2023 As of March 31, 2023 ATTACHMENT B 2 Table of Contents Operations Overview OCTA ............................................................................................ 3 Traffic and Revenue Statistics for OCTA ......................................................................... 3 OCTA Traffic and Revenue Summary ............................................................................. 5 OCTA Peak-Hour Volumes ............................................................................................. 6 OCTA Eastbound Peak-Hour Volumes ........................................................................... 6 OCTA Westbound Peak-Hour Volumes .......................................................................... 7 OCTA Operational Highlights .......................................................................................... 8 Financial Highlights OCTA .............................................................................................. 9 Operations Overview RCTC ............................................................................................ 9 Traffic and Revenue Statistics for RCTC ....................................................................... 10 RCTC Traffic and Revenue Summary ........................................................................... 12 RCTC Peak-Hour Volumes ........................................................................................... 13 RCTC Eastbound Peak-Hour Volumes ......................................................................... 13 RCTC Westbound Peak-Hour Volumes ........................................................................ 14 RCTC Operational Highlights ........................................................................................ 17 Financial Highlights RCTC ............................................................................................ 18 Joint Agency Trip and Revenue Statistics ..................................................................... 19 Joint Agency Traffic Statistics ....................................................................................... 19 Joint Agency Performance Measures............................................................................ 20 Joint Agency Transponder Distribution.......................................................................... 20 3 OPERATIONS OVERVIEW OCTA TRAFFIC AND REVENUE STATISTICS FOR OCTA Total traffic volume on the 91 Express Lanes (91 EL) for March 2023 was 1,703,261. This represents a daily average of 54,944 vehicles. This is a 0.7 percent increase in total traffic volume from the same period last year, which totaled 1,690,829. Potential toll revenue for March was $5,486,531, which represents an increase of 3.9 percent from the prior year’s total of $5,281,955. Carpool percentage for March was 22.7 percent as compared to the previous year’s rate of 22.4 percent. Month-to-date (MTD) traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the Orange County Transportation Authority (OCTA) 91 EL and associated potential revenue for the month of March 2023. Current MTD as of March 31, 2023 Trips MAR-23 MTD Actual MAR-22 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 1,316,675 1,312,379 0.3% 3+ Lanes 386,586 378,450 2.1% Total Gross Trips 1,703,261 1,690,829 0.7% Revenue Full Toll Lanes $5,421,934 $5,218,400 3.9% 3+ Lanes $64,597 $63,555 1.6% Total Gross Revenue $5,486,531 $5,281,955 3.9% Average Revenue per Trip Average Full Toll Lanes $4.12 $3.98 3.5% Average 3+ Lanes $0.17 $0.17 0.0% Average Gross Revenue $3.22 $3.12 3.2% 4 The 2023 fiscal year-to-date (YTD) traffic volume decreased by 2.1 percent, and potential toll revenue increased by 0.7 percent when compared with the same period the prior year. YTD average revenue per trip is $3.18. Fiscal YTD traffic and revenue data are summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the OCTA 91 EL and associated potential revenue for the months of July 2022 through March 2023. Fiscal Year (FY) 2022-23 YTD as of March 31, 2023 Trips FY 2022-23 YTD Actual (7/2022-3/2023) FY 2021-22 YTD Actual (7/2021-3/2022) Yr-to-Yr % Variance Full Toll Lanes 11,000,949 11,348,338 (3.1%) 3+ Lanes 3,420,083 3,374,613 1.3% Total Gross Trips 14,421,032 14,722,951 (2.1%) Revenue Full Toll Lanes $45,313,648 $45,057,881 0.6% 3+ Lanes $548,826 $469,372 16.9% Total Gross Revenue $45,862,474 $45,527,254 0.7% Average Revenue per Trip Average Full Toll Lanes $4.12 $3.97 3.8% Average 3+ Lanes $0.16 $0.14 14.3% Average Gross Revenue $3.18 $3.09 2.9% 5 O CTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between full toll trips and high-occupancy vehicle (HOV3+) trips for FY 2022-23 on a monthly basis. The chart below reflects the gross potential revenue breakdown between full toll trips and HOV3+ trips for FY 2022-23 on a monthly basis. 6 OCTA PEAK -HOUR VOLUMES Peak-hour traffic in the eastbound and westbound directions reached or exceeded 90 percent of defined capacity 13 times during the month of March 2023. As demonstrated on the next chart, westbound peak-hour traffic volumes top out at 92 percent of defined capacity. OCTA EASTBOUND PEAK -HOUR VOLUMES EASTBOUND WEEKDAY PEAK VOLUME:  PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.30 414 2,979 88%$7.70 434 2,920 86%$8.60 445 2,687 79% 1500 - 1600 $7.45 381 2,342 69%$7.45 471 2,900 85%$8.15 444 2,654 78% 1600 - 1700 $6.50 438 2,941 87%$7.00 423 2,885 85%$6.95 392 2,227 66% 1700 - 1800 $5.40 475 2,967 87%$6.70 389 2,504 74%$6.95 381 1,995 59% 1800 - 1900 $4.05 455 2,061 61%$4.50 505 2,581 76%$6.95 535 2,382 70% 1900 - 2000 $3.95 445 1,745 51%$5.75 613 2,606 77%$6.45 681 2,613 77%  PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.30 459 2,873 85%$5.30 441 2,962 87%$5.30 442 2,855 84%$7.70 480 2,997 88%$8.60 468 2,513 74% 1500 - 1600 $5.65 478 3,087 91%$5.75 425 2,401 71%$7.45 492 2,885 85%$7.45 476 2,942 87%$8.15 527 2,702 79% 1600 - 1700 $5.10 444 2,892 85%$5.25 405 2,828 83%$6.50 382 2,478 73%$7.00 457 2,891 85%$6.95 531 2,602 77% 1700 - 1800 $4.95 480 3,038 89%$4.90 336 1,655 49%$5.40 182 990 29%$6.70 437 2,940 86%$6.95 517 2,539 75% 1800 - 1900 $5.65 594 2,664 78%$4.05 574 2,798 82%$4.05 561 2,901 85%$4.50 603 2,822 83%$6.95 607 2,489 73% 1900 - 2000 $3.95 408 1,543 45%$3.95 671 2,855 84%$3.95 698 2,769 81%$5.75 687 2,831 83%$6.45 546 1,918 56%  PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.30 374 2,625 77%$5.30 377 2,607 77%$5.30 387 2,749 81%$7.70 471 2,832 83%$8.60 462 2,891 85% 1500 - 1600 $5.65 470 2,885 85%$5.75 435 2,683 79%$7.45 448 2,732 80%$7.45 503 3,041 89%$8.15 498 2,933 86% 1600 - 1700 $5.10 445 3,031 89%$5.25 430 2,609 77%$6.50 422 2,896 85%$7.00 487 2,987 88%$6.95 538 2,877 85% 1700 - 1800 $4.95 465 2,900 85%$4.90 467 2,736 80%$5.40 488 2,858 84%$6.70 479 2,940 86%$6.95 535 2,972 87% 1800 - 1900 $5.65 562 2,842 84%$4.05 520 2,529 74%$4.05 470 2,340 69%$4.50 553 2,923 86%$6.95 631 2,709 80% 1900 - 2000 $3.95 436 1,681 49%$3.95 537 2,184 64%$3.95 367 1,459 43%$5.75 578 2,545 75%$6.45 533 1,975 58%  PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.30 385 2,401 71%$5.30 377 2,378 70%$5.30 452 2,736 80%$7.70 511 2,978 88%$8.60 545 2,982 88% 1500 - 1600 $5.65 517 3,230 95%$5.75 441 2,582 76%$7.45 434 2,934 86%$7.45 471 2,881 85%$8.15 575 3,067 90% 1600 - 1700 $5.10 442 3,003 88%$5.25 416 2,582 76%$6.50 450 2,868 84%$7.00 426 2,732 80%$6.95 523 2,823 83% 1700 - 1800 $4.95 557 3,050 90%$4.90 454 2,422 71%$5.40 490 2,874 85%$6.70 474 2,821 83%$6.95 528 2,932 86% 1800 - 1900 $5.65 433 1,924 57%$4.05 554 2,383 70%$4.05 566 2,756 81%$4.50 585 2,894 85%$6.95 444 1,980 58% 1900 - 2000 $3.95 405 1,385 41%$3.95 349 1,333 39%$3.95 390 1,613 47%$5.75 654 2,775 82%$6.45 40 114 3%  PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.30 465 2,684 79%$5.30 466 2,816 83%$5.30 411 2,461 72%$7.70 459 2,916 86%$8.60 514 2,808 83% 1500 - 1600 $5.65 470 2,887 85%$5.75 238 1,254 37%$7.45 448 2,987 88%$7.45 487 3,011 89%$8.15 514 2,914 86% 1600 - 1700 $5.10 468 2,919 86%$5.25 445 2,931 86%$6.50 442 2,811 83%$7.00 504 2,978 88%$6.95 500 2,926 86% 1700 - 1800 $4.95 447 2,892 85%$4.90 464 2,765 81%$5.40 456 2,817 83%$6.70 413 2,722 80%$6.95 506 2,832 83% 1800 - 1900 $5.65 589 2,724 80%$4.05 481 2,481 73%$4.05 444 2,145 63%$4.50 543 2,685 79%$6.95 666 2,777 82% 1900 - 2000 $3.95 430 1,638 48%$3.95 533 2,240 66%$3.95 405 1,528 45%$5.75 440 1,690 50%$6.45 589 2,046 60% Thursday 03/02/23 Friday 03/03/23 Monday 03/06/23 Tuesday 03/07/23 Wednesday 03/08/23 Monday 02/27/23 Tuesday 02/28/23 Wednesday 03/01/23 Thursday 03/09/23 Friday 03/10/23 Monday 03/13/23 Tuesday 03/14/23 Wednesday 03/15/23 Thursday 03/16/23 Friday 03/17/23 Monday 03/20/23 Tuesday 03/21/23 Wednesday 03/22/23 Thursday 03/23/23 Friday 03/24/23 Monday 03/27/23 Tuesday 03/28/23 Wednesday 03/29/23 Thursday 03/30/23 Friday 03/31/23 7 OCTA WEST BOUND PEAK -HOUR VOLUMES WESTBOUND WEEKDAY PEAK VOLUME:  AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.15 394 1,138 33%$3.15 421 1,136 33%$3.25 384 1,043 31% 0500 - 0600 $5.10 714 2,314 68%$5.10 741 2,590 76%$5.00 580 2,112 62% 0600 - 0700 $5.30 646 3,021 89%$5.30 653 2,993 88%$5.25 599 2,667 78% 0700 - 0800 $5.80 570 2,777 82%$5.80 653 2,940 86%$5.80 561 2,473 73% 0800 - 0900 $5.30 288 2,233 66%$5.30 277 2,380 70%$5.25 259 2,028 60% 0900 - 1000 $4.20 217 1,922 57%$4.20 343 2,745 81%$4.35 325 2,102 62%  AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.15 431 1,225 36%$3.15 427 1,164 34%$3.15 430 1,193 35%$3.15 448 1,246 37%$3.25 329 967 28% 0500 - 0600 $5.10 685 2,558 75%$5.10 787 2,748 81%$5.10 772 2,757 81%$5.10 786 2,729 80%$5.00 554 1,956 58% 0600 - 0700 $5.30 623 3,059 90%$5.30 674 3,083 91%$5.30 667 3,097 91%$5.30 690 3,125 92%$5.25 506 2,305 68% 0700 - 0800 $5.80 542 2,714 80%$5.80 629 2,971 87%$5.80 647 3,091 91%$5.80 634 3,003 88%$5.80 515 2,441 72% 0800 - 0900 $5.30 348 2,454 72%$5.30 350 2,827 83%$5.30 361 2,702 79%$5.30 345 2,589 76%$5.25 311 2,092 62% 0900 - 1000 $4.20 304 2,548 75%$4.20 306 2,595 76%$4.20 337 2,499 74%$4.20 323 2,442 72%$4.35 340 2,021 59%  AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.15 393 1,149 34%$3.15 389 1,084 32%$3.15 364 1,016 30%$3.15 434 1,238 36%$3.25 351 980 29% 0500 - 0600 $5.10 735 2,597 76%$5.10 755 2,454 72%$5.10 691 2,241 66%$5.10 770 2,813 83%$5.00 635 2,292 67% 0600 - 0700 $5.30 688 2,883 85%$5.30 651 2,773 82%$5.30 684 2,823 83%$5.30 716 3,087 91%$5.25 629 2,644 78% 0700 - 0800 $5.80 608 2,805 83%$5.80 507 2,580 76%$5.80 601 2,806 83%$5.80 671 3,085 91%$5.80 585 2,558 75% 0800 - 0900 $5.30 321 2,484 73%$5.30 297 2,199 65%$5.30 281 2,466 73%$5.30 374 2,713 80%$5.25 290 2,135 63% 0900 - 1000 $4.20 302 2,214 65%$4.20 243 1,988 58%$4.20 289 2,202 65%$4.20 329 2,424 71%$4.35 348 2,471 73%  AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.15 445 1,206 35%$3.15 533 2,036 60%$3.15 436 1,196 35%$3.15 440 1,203 35%$3.25 356 988 29% 0500 - 0600 $5.10 776 2,616 77%$5.10 656 2,348 69%$5.10 734 2,558 75%$5.10 801 2,745 81%$5.00 635 2,253 66% 0600 - 0700 $5.30 657 2,876 85%$5.30 529 2,300 68%$5.30 688 2,828 83%$5.30 695 3,127 92%$5.25 638 2,634 77% 0700 - 0800 $5.80 687 2,981 88%$5.80 508 2,021 59%$5.80 557 2,691 79%$5.80 648 3,003 88%$5.80 570 2,524 74% 0800 - 0900 $5.30 372 2,624 77%$5.30 413 2,595 76%$5.30 336 2,463 72%$5.30 441 2,978 88%$5.25 338 2,069 61% 0900 - 1000 $4.20 365 2,414 71%$4.20 376 2,676 79%$4.20 309 2,161 64%$4.20 441 2,698 79%$4.35 395 2,095 62%  AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.15 388 1,133 33%$3.15 444 1,225 36%$3.15 394 1,092 32%$3.15 433 1,186 35%$3.25 327 937 28% 0500 - 0600 $5.10 697 2,579 76%$5.10 801 2,752 81%$5.10 745 2,482 73%$5.10 716 2,372 70%$5.00 607 2,081 61% 0600 - 0700 $5.30 676 2,964 87%$5.30 686 3,106 91%$5.30 628 2,719 80%$5.30 675 2,872 84%$5.25 580 2,568 76% 0700 - 0800 $5.80 606 2,797 82%$5.80 625 2,887 85%$5.80 513 2,408 71%$5.80 585 2,647 78%$5.80 491 2,282 67% 0800 - 0900 $5.30 371 2,410 71%$5.30 434 2,523 74%$5.30 392 2,379 70%$5.30 356 2,323 68%$5.25 329 2,003 59% 0900 - 1000 $4.20 378 2,175 64%$4.20 463 2,758 81%$4.20 356 2,339 69%$4.20 331 2,279 67%$4.35 406 2,090 61% Monday 02/27/23 Tuesday 02/28/23 Wednesday 03/01/23 Thursday 03/02/23 Friday 03/03/23 Monday 03/06/23 Tuesday 03/07/23 Wednesday 03/08/23 Thursday 03/09/23 Friday 03/10/23 Monday 03/13/23 Tuesday 03/14/23 Wednesday Monday 03/20/23 Tuesday 03/21/23 Wednesday 03/29/23 Thursday 03/16/23 Friday 03/17/23 03/22/23 Thursday 03/30/23 Friday 03/31/23 Thursday 03/23/23 Friday 03/24/23 03/15/23 Monday 03/27/23 Tuesday 03/28/23 Wednesday 8 OCTA OPERATIONAL HIGHLIGHTS On-Road Operations OCTA Freeway Service Patrol responded to 80 calls during the month of March. Of those calls, 33 were to assist disabled vehicles, two were to remove debris, 20 were to tow vehicles, and 25 were to aid motorists in the 91 EL. 9 FINANCIAL HIGHLIGHTS OCTA Capital Asset Activity During the nine months ending March 31, 2023, capital asset activities included payments of $835,718 attributed to the Electronic Toll and Traffic Management system project and $297,339 attributed to the back-office system implementation project. 10 OPERATIONS OVERVIEW RIVERSIDE COUNTY T RANSPORTATION COMMITTEE (RCTC ) TRAFFIC AND REVENUE STATISTICS FOR RCTC Total traffic volume on the 91 EL for March 2023 was 1,448,513. This represents a daily average of 46,726 vehicles. This is a one percent increase in total traffic volume from the same period last year which totaled 1,434,558. Potential toll revenue for March was $6,102,946 which represents an increase of 9.5 percent from the prior year’s total of $5,574,910. Carpool percentage for March was 22.3 percent as compared to the previous year’s rate of 21.2 percent. MTD traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the RCTC 91 EL and associated potential revenue for the month of March 2023. Current MTD as of March 31, 2023 Trips MAR-23 MTD Actual Stantec MTD Projected # Variance % Variance MAR-22 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 1,126,110 958,000 168,110 17.5%1,130,326 (0.4%) 3+ Lanes 322,403 353,714 (31,311)(8.9%)304,232 6.0% Total Gross Trips 1,448,513 1,311,714 136,799 10.4%1,434,558 1.0% Revenue Full Toll Lanes $6,049,623 $4,594,429 $1,455,195 31.7%$5,529,578 9.4% 3+ Lanes $53,322 $0 $53,322 $45,331 17.6% Total Gross Revenue $6,102,946 $4,594,429 $1,508,517 32.8%$5,574,910 9.5% Average Revenue per Trip Average Full Toll Lanes $5.37 $4.80 $0.57 11.9%$4.89 9.8% Average 3+ Lanes $0.17 $0.00 $0.17 $0.15 13.3% Average Gross Revenue $4.21 $3.50 $0.71 20.3%$3.89 8.2% 11 The 2023 fiscal YTD traffic volume decreased by 3.1 percent, and potential toll revenue increased by 4.5 percent when compared with the same period the prior year. YTD average revenue per trip is $4.04. Fiscal YTD traffic and revenue data are summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the RCTC 91 EL and associated potential revenue for the months of July 2022 through March 2023. FY 2022-23 YTD as of March 31, 2023 Trips FY 2022-23 YTD Actual (7/2022-3/2023) Stantec YTD Projected # Variance % Variance FY 2021-22 YTD Actual (7/2021-3/2022) Yr-to-Yr % Variance Full Toll Lanes 9,373,591 8,162,600 1,210,991 14.8% 9,845,857 (4.8%) 3+ Lanes 2,776,692 2,969,286 (192,594) (6.5%) 2,689,818 3.2% Total Gross Trips 12,150,283 11,131,886 1,018,397 9.1% 12,535,675 (3.1%) Revenue Full Toll Lanes $48,697,748 $38,997,514 $9,700,234 24.9% $46,624,847 4.4% 3+ Lanes $423,587 $0 $423,587 $368,297 15.0% Total Gross Revenue $49,121,335 $38,997,514 $10,123,821 26.0% $46,993,144 4.5% Average Revenue per Trip Average Full Toll Lanes $5.20 $4.78 $0.42 8.8% $4.74 9.7% Average 3+ Lanes $0.15 $0.00 $0.15 $0.14 7.1% Average Gross Revenue $4.04 $3.50 $0.54 15.4% $3.75 7.7% 12 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between full toll lanes and HOV3+ lanes for FY 2022-23 on a monthly basis. The chart below reflects the gross potential revenue breakdown between full toll lanes and HOV3+ lanes for FY 2022-23 on a monthly basis. 13 RCTC PEAK -HOUR VOLUMES In March no toll rates were adjusted. RCTC evaluates traffic volumes for peak-period hours and adjusts rates according to the toll rate policy. RCTC E ASTBOUND PEAK -HOUR VOLUMES Eastbound PM Peak - County Line to McKinley  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $10.65 224 1066 1,290 E $13.85 210 1,044 1,254 E $27.90 281 1,046 1,327 F 1500 - 1600 $13.40 209 751 960 C $17.30 262 946 1,208 E $27.60 267 962 1,229 E 1600 - 1700 $5.65 204 929 1,133 D $8.05 211 1,064 1,275 E $16.25 225 855 1,080 D 1700 - 1800 $5.65 217 891 1,108 D $5.65 219 944 1,163 D $7.35 206 592 798 B 1800 - 1900 $5.65 212 654 866 C $5.65 226 870 1,096 D $5.65 218 639 857 C 1900 - 2000 $4.45 184 496 680 B $5.65 272 900 1,172 D $4.45 327 870 1,197 D  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 205 952 1,157 D $7.35 197 1,037 1,234 E $10.65 229 1,005 1,234 E $13.85 227 1,173 1,400 F $27.90 231 906 1,137 D 1500 - 1600 $8.05 240 983 1,223 E $10.20 231 902 1,133 D $13.40 264 954 1,218 E $17.30 272 942 1,214 E $27.60 308 813 1,121 D 1600 - 1700 $5.65 220 994 1,214 E $5.65 203 1,061 1,264 E $5.65 219 978 1,197 D $8.05 215 1,116 1,331 F $16.25 263 841 1,104 D 1700 - 1800 $5.65 204 943 1,147 D $5.65 172 730 902 C $5.65 101 566 667 B $5.65 246 1,041 1,287 E $7.35 271 838 1,109 D 1800 - 1900 $5.65 274 834 1,108 D $5.65 246 876 1,122 D $5.65 335 1,064 1,399 F $5.65 291 950 1,241 E $5.65 288 906 1,194 D 1900 - 2000 $2.40 199 481 680 B $4.45 316 823 1,139 D $4.45 284 807 1,091 D $5.65 308 928 1,236 E $4.45 249 685 934 C  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 202 1,056 1,258 E $7.35 206 929 1,135 D $10.65 173 914 1,087 D $13.85 246 1,091 1,337 F $27.90 265 1,042 1,307 F 1500 - 1600 $8.05 253 968 1,221 E $10.20 228 818 1,046 D $13.40 184 840 1,024 D $17.30 267 1,027 1,294 E $27.60 321 1,015 1,336 F 1600 - 1700 $5.65 195 1,021 1,216 E $5.65 216 864 1,080 D $5.65 217 899 1,116 D $8.05 287 1,096 1,383 F $16.25 304 1,012 1,316 F 1700 - 1800 $5.65 220 940 1,160 D $5.65 225 851 1,076 D $5.65 211 807 1,018 D $5.65 247 1,037 1,284 E $7.35 268 1,039 1,307 F 1800 - 1900 $5.65 278 924 1,202 E $5.65 243 839 1,082 D $5.65 198 695 893 C $5.65 287 984 1,271 E $5.65 290 982 1,272 E 1900 - 2000 $2.40 174 529 703 B $4.45 249 684 933 C $4.45 154 370 524 B $5.65 262 753 1,015 D $4.45 247 683 930 C  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 194 790 984 C $7.35 190 714 904 C $10.65 220 880 1,100 D $13.85 248 1,077 1,325 F $27.90 359 1,186 1,545 F 1500 - 1600 $8.05 282 987 1,269 E $10.20 233 705 938 C $13.40 253 878 1,131 D $17.30 289 975 1,264 E $27.60 347 1,120 1,467 F 1600 - 1700 $5.65 231 1,003 1,234 E $5.65 203 788 991 C $5.65 215 957 1,172 D $8.05 279 1,053 1,332 F $16.25 398 959 1,357 F 1700 - 1800 $5.65 254 847 1,101 D $5.65 184 697 881 C $5.65 232 843 1,075 D $5.65 231 1,052 1,283 E $7.35 359 1,032 1,391 F 1800 - 1900 $5.65 214 548 762 B $5.65 254 732 986 C $5.65 263 832 1,095 D $5.65 322 965 1,287 E $5.65 378 1,009 1,387 F 1900 - 2000 $2.40 179 372 551 B $4.45 158 452 610 B $4.45 184 491 675 B $5.65 336 898 1,234 E $4.45 139 503 642 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 207 891 1,098 D $7.35 254 1,008 1,262 E $10.65 196 769 965 C $13.85 253 1,103 1,356 F $27.90 286 1,102 1,388 F 1500 - 1600 $8.05 243 977 1,220 E $10.20 173 594 767 B $13.40 229 906 1,135 D $17.30 280 890 1,170 D $27.60 334 1,093 1,427 F 1600 - 1700 $5.65 239 997 1,236 E $5.65 284 1,204 1,488 F $5.65 201 875 1,076 D $8.05 237 989 1,226 E $16.25 271 1,067 1,338 F 1700 - 1800 $5.65 245 985 1,230 E $5.65 239 1,000 1,239 E $5.65 214 831 1,045 D $5.65 212 871 1,083 D $7.35 300 1,015 1,315 F 1800 - 1900 $5.65 265 803 1,068 D $5.65 234 834 1,068 D $5.65 191 599 790 B $5.65 257 847 1,104 D $5.65 347 1,014 1,361 F 1900 - 2000 $2.40 209 510 719 B $4.45 252 754 1,006 D $4.45 175 416 591 B $5.65 199 471 670 B $4.45 309 700 1,009 D Wednesday 03/29/23 Thursday 03/30/23 Friday 03/31/23Monday03/27/23 Tuesday 03/28/23 Thursday 03/23/23 Friday 03/24/23Monday03/20/23 Tuesday 03/21/23 Wednesday 03/22/23 Wednesday 03/15/23 Thursday 03/16/23 Friday 03/17/23Monday03/13/23 Tuesday 03/14/23 Thursday 03/09/23 Friday 03/10/23Monday03/06/23 Tuesday 03/07/23 Wednesday 03/08/23 Wednesday 03/01/23 Thursday 03/02/23 Friday 03/03/23Monday02/27/23 Tuesday 02/28/23 14 Eastbound PM Peak - County Line to 15 SB Ontario  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 128 777 905 C $5.65 118 827 945 C $5.65 103 700 803 C 1500 - 1600 $5.65 117 600 717 B $5.65 130 716 846 C $5.65 112 618 730 B 1600 - 1700 $5.65 114 653 767 B $5.65 115 671 786 B $3.15 132 513 645 B 1700 - 1800 $3.15 135 660 795 B $3.15 118 600 718 B $3.15 107 419 526 B 1800 - 1900 $3.15 140 478 618 B $3.15 156 567 723 B $3.15 115 395 510 B 1900 - 2000 $3.15 125 395 520 B $3.15 164 617 781 B $3.15 165 539 704 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 116 730 846 C $5.65 124 753 877 C $5.65 114 723 837 C $5.65 127 772 899 C $5.65 124 588 712 B 1500 - 1600 $5.65 162 685 847 C $5.65 142 623 765 B $5.65 150 681 831 C $5.65 131 635 766 B $5.65 145 518 663 B 1600 - 1700 $3.15 115 608 723 B $5.65 97 653 750 B $5.65 121 619 740 B $5.65 126 601 727 B $3.15 128 492 620 B 1700 - 1800 $3.15 132 608 740 B $3.15 94 445 539 B $3.15 64 332 396 A $3.15 127 623 750 B $3.15 148 466 614 B 1800 - 1900 $3.15 165 547 712 B $3.15 157 651 808 C $3.15 189 789 978 C $3.15 154 570 724 B $3.15 164 558 722 B 1900 - 2000 $3.15 110 352 462 B $3.15 195 702 897 C $3.15 207 671 878 C $3.15 191 694 885 C $3.15 162 442 604 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 111 686 797 B $5.65 140 710 850 C $5.65 99 669 768 B $5.65 115 681 796 B $5.65 119 682 801 C 1500 - 1600 $5.65 121 692 813 C $5.65 132 638 770 B $5.65 92 685 777 B $5.65 139 638 777 B $5.65 121 657 778 B 1600 - 1700 $3.15 126 570 696 B $5.65 125 581 706 B $5.65 113 635 748 B $5.65 134 630 764 B $3.15 126 636 762 B 1700 - 1800 $3.15 123 596 719 B $3.15 127 532 659 B $3.15 118 626 744 B $3.15 143 583 726 B $3.15 116 586 702 B 1800 - 1900 $3.15 146 573 719 B $3.15 155 536 691 B $3.15 128 535 663 B $3.15 130 574 704 B $3.15 152 610 762 B 1900 - 2000 $3.15 126 396 522 B $3.15 158 505 663 B $3.15 116 324 440 B $3.15 180 650 830 C $3.15 161 493 654 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 112 625 737 B $5.65 90 577 667 B $5.65 109 650 759 B $5.65 124 769 893 C $5.65 138 711 849 C 1500 - 1600 $5.65 135 732 867 C $5.65 126 566 692 B $5.65 131 714 845 C $5.65 123 704 827 C $5.65 145 710 855 C 1600 - 1700 $3.15 138 656 794 B $5.65 114 558 672 B $5.65 137 620 757 B $5.65 145 608 753 B $3.15 153 577 730 B 1700 - 1800 $3.15 147 625 772 B $3.15 127 507 634 B $3.15 138 586 724 B $3.15 107 604 711 B $3.15 147 610 757 B 1800 - 1900 $3.15 123 374 497 B $3.15 155 532 687 B $3.15 141 633 774 B $3.15 149 615 764 B $3.15 183 557 740 B 1900 - 2000 $3.15 103 332 435 B $3.15 78 329 407 B $3.15 100 379 479 B $3.15 181 602 783 B $3.15 62 276 338 A  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 140 709 849 C $5.65 119 718 837 C $5.65 118 618 736 B $5.65 143 747 890 C $5.65 154 654 808 C 1500 - 1600 $5.65 139 684 823 C $5.65 92 419 511 B $5.65 133 716 849 C $5.65 140 676 816 C $5.65 140 685 825 C 1600 - 1700 $3.15 135 588 723 B $5.65 157 779 936 C $5.65 109 623 732 B $5.65 139 589 728 B $3.15 131 620 751 B 1700 - 1800 $3.15 112 609 721 B $3.15 131 579 710 B $3.15 121 597 718 B $3.15 108 552 660 B $3.15 157 602 759 B 1800 - 1900 $3.15 147 589 736 B $3.15 137 560 697 B $3.15 125 496 621 B $3.15 153 558 711 B $3.15 167 579 746 B 1900 - 2000 $3.15 120 380 500 B $3.15 139 636 775 B $3.15 120 359 479 B $3.15 122 387 509 B $3.15 164 443 607 B Thursday 03/30/23 Friday 03/31/23Monday03/27/23 Tuesday 03/28/23 Wednesday 03/29/23 Wednesday 03/22/23 Thursday 03/23/23 Friday 03/24/23Monday03/20/23 Tuesday 03/21/23 Thursday 03/16/23 Friday 03/17/23Monday03/13/23 Tuesday 03/14/23 Wednesday 03/15/23 Wednesday 03/08/23 Thursday 03/09/23 Friday 03/10/23Monday03/06/23 Tuesday 03/07/23 Thursday 03/02/23 Friday 03/03/23Monday02/27/23 Tuesday 02/28/23 Wednesday 03/01/23 15 RCTC W ESTBOUND PEAK -HOUR VOLUMES Westbound AM Peak - McKinley to County Line  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 177 351 528 B $2.40 220 378 598 B $2.40 198 328 526 B 0500 - 0600 $11.65 412 840 1,252 E $9.85 404 932 1,336 E $5.65 304 786 1,090 D 0600 - 0700 $19.05 390 1,171 1,561 F $18.00 418 1,208 1,626 F $10.90 377 1,147 1,524 F 0700 - 0800 $16.35 350 1,129 1,479 F $15.30 371 1,233 1,604 F $8.35 346 975 1,321 E 0800 - 0900 $10.10 188 954 1,142 D $9.05 189 1,023 1,212 E $5.65 140 813 953 C 0900 - 1000 $5.65 129 804 933 C $5.65 191 1,134 1,325 E $4.45 197 847 1,044 D  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 196 382 578 B $2.40 210 385 595 B $2.40 215 371 586 B $2.40 230 428 658 B $2.40 175 320 495 B 0500 - 0600 $11.65 374 934 1,308 E $11.65 431 1,000 1,431 F $11.65 436 1,004 1,440 F $9.85 439 1,031 1,470 F $5.65 317 716 1,033 D 0600 - 0700 $19.45 408 1,219 1,627 F $19.05 439 1,264 1,703 F $19.05 420 1,257 1,677 F $18.00 422 1,290 1,712 F $10.90 304 842 1,146 D 0700 - 0800 $15.60 303 835 1,138 D $16.35 414 1,278 1,692 F $16.35 422 1,339 1,761 F $15.30 389 1,255 1,644 F $8.35 307 888 1,195 D 0800 - 0900 $8.35 270 1,328 1,598 F $10.10 232 1,378 1,610 F $10.10 198 1,295 1,493 F $9.05 214 1,181 1,395 F $5.65 196 861 1,057 D 0900 - 1000 $5.65 230 1,368 1,598 F $5.65 164 1,176 1,340 E $5.65 178 1,065 1,243 E $5.65 173 1,133 1,306 E $4.45 157 813 970 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 207 407 614 B $2.40 190 346 536 B $2.40 183 348 531 B $2.40 232 400 632 B $2.40 182 304 486 B 0500 - 0600 $11.65 413 1,035 1,448 F $11.65 418 843 1,261 E $11.65 345 715 1,060 D $9.85 448 1,018 1,466 F $5.65 368 867 1,235 E 0600 - 0700 $19.45 434 1,107 1,541 F $19.05 382 1,018 1,400 F $19.05 371 1,032 1,403 F $18.00 431 1,201 1,632 F $10.90 391 983 1,374 F 0700 - 0800 $15.60 385 1,265 1,650 F $16.35 317 1,080 1,397 F $16.35 373 1,092 1,465 F $15.30 394 1,303 1,697 F $8.35 360 973 1,333 E 0800 - 0900 $8.35 199 1,163 1,362 F $10.10 171 802 973 C $10.10 196 1,146 1,342 E $9.05 255 1,367 1,622 F $5.65 151 867 1,018 D 0900 - 1000 $5.65 149 841 990 C $5.65 126 830 956 C $5.65 166 949 1,115 D $5.65 197 1,171 1,368 F $4.45 172 835 1,007 D  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 220 376 596 B $2.40 205 439 644 B $2.40 208 375 583 B $2.40 230 382 612 B $2.40 178 325 503 B 0500 - 0600 $11.65 425 1,020 1,445 F $11.65 385 908 1,293 E $11.65 383 834 1,217 E $9.85 404 1,027 1,431 F $5.65 358 799 1,157 D 0600 - 0700 $19.45 434 1,077 1,511 F $19.05 367 939 1,306 E $19.05 380 980 1,360 F $18.00 426 1,192 1,618 F $10.90 358 974 1,332 E 0700 - 0800 $15.60 451 1,152 1,603 F $16.35 376 983 1,359 F $16.35 343 1,082 1,425 F $15.30 402 1,204 1,606 F $8.35 308 953 1,261 E 0800 - 0900 $8.35 227 1,218 1,445 F $10.10 273 1,250 1,523 F $10.10 204 1,020 1,224 E $9.05 311 1,358 1,669 F $5.65 201 904 1,105 D 0900 - 1000 $5.65 214 912 1,126 D $5.65 264 1,251 1,515 F $5.65 174 782 956 C $5.65 245 1,218 1,463 F $4.45 232 785 1,017 D  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 204 402 606 B $2.40 225 411 636 B $2.40 199 376 575 B $2.40 216 396 612 B $2.40 178 342 520 B 0500 - 0600 $11.65 389 988 1,377 F $11.65 434 1,014 1,448 F $11.65 381 843 1,224 E $9.85 406 842 1,248 E $5.65 333 789 1,122 D 0600 - 0700 $19.45 439 1,211 1,650 F $19.05 422 1,238 1,660 F $19.05 358 957 1,315 E $18.00 378 1,014 1,392 F $10.90 328 989 1,317 E 0700 - 0800 $15.60 378 1,154 1,532 F $16.35 408 1,324 1,732 F $16.35 336 902 1,238 E $15.30 369 1,110 1,479 F $8.35 312 938 1,250 E 0800 - 0900 $8.35 228 955 1,183 D $10.10 257 1,229 1,486 F $10.10 236 1,042 1,278 E $9.05 241 1,038 1,279 E $5.65 197 815 1,012 D 0900 - 1000 $5.65 188 835 1,023 D $5.65 225 1,138 1,363 F $5.65 202 1,014 1,216 E $5.65 192 952 1,144 D $4.45 211 736 947 C Wednesday 03/29/23 Thursday 03/30/23 Friday 03/31/23Monday03/27/23 Tuesday 03/28/23 Thursday 03/23/23 Friday 03/24/23Monday03/20/23 Tuesday 03/21/23 Wednesday 03/22/23 Wednesday 03/15/23 Thursday 03/16/23 Friday 03/17/23Monday03/13/23 Tuesday 03/14/23 Thursday 03/09/23 Friday 03/10/23Monday03/06/23 Tuesday 03/07/23 Wednesday 03/08/23 Wednesday 03/01/23 Thursday 03/02/23 Friday 03/03/23Monday02/27/23 Tuesday 02/28/23 16 Westbound AM Peak - I-15 North to County Line  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 176 434 610 B $3.15 183 430 613 B $3.15 141 363 504 B 0500 - 0600 $9.40 268 837 1,105 D $9.40 265 920 1,185 D $7.30 233 837 1,070 D 0600 - 0700 $10.85 267 1,064 1,331 E $10.85 275 1,224 1,499 F $7.30 234 961 1,195 D 0700 - 0800 $10.50 206 1,117 1,323 E $9.40 245 1,264 1,509 F $7.30 183 883 1,066 D 0800 - 0900 $7.30 104 971 1,075 D $7.30 134 1,167 1,301 E $5.65 121 853 974 C 0900 - 1000 $5.65 90 766 856 C $5.65 125 1,115 1,240 E $5.65 126 753 879 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 175 467 642 B $3.15 189 443 632 B $3.15 187 457 644 B $3.15 160 440 600 B $3.15 142 406 548 B 0500 - 0600 $9.40 263 921 1,184 D $9.40 290 970 1,260 E $9.40 270 1,003 1,273 E $9.40 269 1,007 1,276 E $7.30 195 695 890 C 0600 - 0700 $10.50 281 1,173 1,454 F $10.85 304 1,237 1,541 F $10.85 301 1,201 1,502 F $10.85 286 1,151 1,437 F $7.30 217 864 1,081 D 0700 - 0800 $9.40 211 1,152 1,363 E $9.40 248 1,192 1,440 F $10.50 248 1,210 1,458 F $9.40 235 1,121 1,356 E $7.30 151 840 991 C 0800 - 0900 $7.30 161 1,116 1,277 E $7.30 181 1,100 1,281 E $7.30 136 1,118 1,254 E $7.30 145 1,104 1,249 E $5.65 145 800 945 C 0900 - 1000 $5.65 134 937 1,071 D $5.65 101 996 1,097 D $5.65 136 911 1,047 D $5.65 151 1,023 1,174 D $5.65 131 712 843 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 168 437 605 B $3.15 182 417 599 B $3.15 188 364 552 B $3.15 173 419 592 B $3.15 132 376 508 B 0500 - 0600 $9.40 260 898 1,158 D $9.40 263 915 1,178 D $9.40 260 830 1,090 D $9.40 278 930 1,208 E $7.30 215 785 1,000 C 0600 - 0700 $10.50 303 1,019 1,322 E $10.85 311 1,062 1,373 E $10.85 269 1,004 1,273 E $10.85 304 1,117 1,421 F $7.30 252 900 1,152 D 0700 - 0800 $9.40 197 1,018 1,215 E $9.40 206 1,055 1,261 E $10.50 227 1,054 1,281 E $9.40 235 1,187 1,422 F $7.30 171 893 1,064 D 0800 - 0900 $7.30 118 1,022 1,140 D $7.30 146 1,108 1,254 E $7.30 153 1,036 1,189 D $7.30 153 1,124 1,277 E $5.65 114 840 954 C 0900 - 1000 $5.65 113 740 853 C $5.65 97 770 867 C $5.65 128 869 997 C $5.65 119 924 1,043 D $5.65 130 703 833 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 175 440 615 B $3.15 177 424 601 B $3.15 190 437 627 B $3.15 190 419 609 B $3.15 138 356 494 B 0500 - 0600 $9.40 274 922 1,196 D $9.40 276 919 1,195 D $9.40 250 853 1,103 D $9.40 298 966 1,264 E $7.30 218 809 1,027 D 0600 - 0700 $10.50 288 1,083 1,371 E $10.85 263 903 1,166 D $10.85 228 1,063 1,291 E $10.85 294 1,148 1,442 F $7.30 238 903 1,141 D 0700 - 0800 $9.40 229 1,054 1,283 E $9.40 205 788 993 C $10.50 222 985 1,207 E $9.40 241 1,202 1,443 F $7.30 158 888 1,046 D 0800 - 0900 $7.30 118 1,044 1,162 D $7.30 150 1,016 1,166 D $7.30 149 1,013 1,162 D $7.30 173 1,232 1,405 F $5.65 108 839 947 C 0900 - 1000 $5.65 97 734 831 C $5.65 113 855 968 C $5.65 97 802 899 C $5.65 141 924 1,065 D $5.65 138 765 903 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 174 436 610 B $3.15 188 447 635 B $3.15 189 431 620 B $3.15 185 445 630 B $3.15 132 353 485 B 0500 - 0600 $9.40 251 959 1,210 E $9.40 285 1,014 1,299 E $9.40 268 875 1,143 D $9.40 262 808 1,070 D $7.30 209 746 955 C 0600 - 0700 $10.50 287 1,078 1,365 E $10.85 294 1,242 1,536 F $10.85 274 992 1,266 E $10.85 302 1,117 1,419 F $7.30 256 886 1,142 D 0700 - 0800 $9.40 203 1,033 1,236 E $9.40 217 1,122 1,339 E $10.50 201 953 1,154 D $9.40 225 1,007 1,232 E $7.30 164 789 953 C 0800 - 0900 $7.30 144 967 1,111 D $7.30 141 1,100 1,241 E $7.30 177 942 1,119 D $7.30 149 991 1,140 D $5.65 134 801 935 C 0900 - 1000 $5.65 138 878 1,016 D $5.65 158 966 1,124 D $5.65 130 811 941 C $5.65 127 838 965 C $5.65 135 712 847 C Thursday 03/30/23 Friday 03/31/23Monday03/27/23 Tuesday 03/28/23 Wednesday 03/29/23 Wednesday 03/22/23 Thursday 03/23/23 Friday 03/24/23Monday03/20/23 Tuesday 03/21/23 Thursday 03/16/23 Friday 03/17/23Monday03/13/23 Tuesday 03/14/23 Wednesday 03/15/23 Wednesday 03/08/23 Thursday 03/09/23 Friday 03/10/23Monday03/06/23 Tuesday 03/07/23 Thursday 03/02/23 Friday 03/03/23Monday02/27/23 Tuesday 02/28/23 Wednesday 03/01/23 17 RCTC O P ERATIONAL HIGHLIGHTS On-Road Operations RCTC Freeway Service Patrol responded to 69 calls during the month of March. Of those calls, 58 were to assist disabled vehicles, five calls to remove debris, and six were in response to accidents that affected the 91 EL. 18 FINANCIAL HIGHLIGHTS RCTC RCTC 91 Express Lanes Operating Statement 3/31/2023 Description Budget Dollar $Percent (%) Operating revenues: Toll Revenue 45,504,827.42$ 43,174,500.00$ 2,330,327.42$ 5.4 Fee Revenue 4,240,523.79 4,859,100.00 (618,576.21) (12.7) Total operating revenues 49,745,351.21 48,033,600.00 1,711,751.21 3.6 Operating expenses: Salaries and Benefits 558,553.94 604,125.00 45,571.06 7.5 Legal Services 28,795.80 94,950.00 66,154.20 69.7 Advisory Services 32,885.88 57,000.00 24,114.12 42.3 Audit and Accounting Fees 31,096.00 28,125.00 (2,971.00) (10.6) Service Fees 4,735.12 9,750.00 5,014.88 51.4 Other Professional Services 402,445.87 933,750.00 531,304.13 56.9 Lease Expense 193,240.41 250,275.00 57,034.59 22.8 Operations 1,849,430.51 3,489,000.00 1,639,569.49 47.0 Utilities 34,507.83 54,450.00 19,942.17 36.6 Supplies and Materials 4,911.08 7,950.00 3,038.92 38.2 Membership and Subscription Fees 29,076.29 21,225.00 (7,851.29) (37.0) Office Equipment & Furniture (Non-Capital)- 60,000.00 60,000.00 100.0 Maintenance/Repairs 184,509.46 330,000.00 145,490.54 44.1 Training Seminars and Conferences 611.25 6,000.00 5,388.75 89.8 Transportation Expenses 469.97 2,175.00 1,705.03 78.4 Lodging 1,784.93 1,875.00 90.07 4.8 Meals 232.48 2,250.00 2,017.52 89.7 Other Staff Expenses 75.13 375.00 299.87 80.0 Advertising - 112,500.00 112,500.00 100.0 Program Management 49,217.12 39,300.00 (9,917.12) (25.2) Program Operations 1,380,965.39 6,254,025.00 4,873,059.61 77.9 Litigation Settlement - - - N/A Furniture & Equipment 4,160.23 56,250.00 52,089.77 92.6 Improvements - 30,000.00 30,000.00 100.0 Bad Debt Expense 601.65 - (601.65) N/A Total operating expenses 4,792,306.34 12,445,350.00 7,653,043.66 61.5 Operating income (loss)44,953,044.87 35,588,250.00 9,364,794.87 26.3 Nonoperating revenues (expenses): Interest Revenue 2,292,105.60 84,150.00 2,207,955.60 (2,623.8) Other Miscellaneous Revenue 42,543.79 - 42,543.79 N/A Loss on Refunding - - - N/A Principal Expense - - - N/A Interest Expense (18,451,244.48) (16,650,750.00) (1,800,494.48) 10.8 Total nonoperating revenues (expenses)(16,116,595.09) (16,566,600.00) 450,004.91 2.7 Transfers In 42.90 - 42.90 N/A Transfers Out (598,700.00) (933,525.00) 334,825.00 (35.9) Net income (loss)28,237,792.68$ 18,088,125.00$ 10,149,667.68$ 56.1 1 Unaudited YTD as of : YTD Variance Actual1 19 JOINT AGENCY TRIP AND REVENUE STATISTICS JOINT AGENCY TRAFFIC STATISTICS MULTI AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING March 31, 2023 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 863,544 617,210 71%$2,489,503.00 RCTC 772,958 617,210 80%$3,475,372.80 Eastbound OCTA 839,717 546,134 65%$2,997,028.15 RCTC 675,555 546,134 81%$2,627,573.05 20 JOINT AGENCY PER FORMANCE MEASURES REPORTING REQUIREMENT REPORTING PERIOD PERFORMANCE STANDARD MARCH 2023 PERFORMANCE Customer Service Service Level /Speed of Answer Monthly 80% answered within 60 seconds 86.66% answered within 60 seconds Abandon Percentage Monthly 4 % < 1% Customer Satisfaction Score Monthly 4.5 => 4.92 First Contact Resolution Monthly 85% of calls resolved on the first contact 95% Timeliness of Case Resolution Monthly 90% of cases resolved in one (1) business day 99% Monthly 98% of cases resolved within five (5) business days 100% Mail Performance Processing Returned Mail Monthly Per business day in which 90% of returned mail is processed within three (3) business days 100% Monthly Per Business Day in which 100% of returned mail is processed within five (5) Business Days 100% Research and resolve unidentified Payments Monthly 100% of all unidentified payments are completely and accurately resolved within five (5) business days 100% Payment Processing Monthly Per business day in which 100% of payments are processed within two (2) business days 100% Accounting Customer Refunds Processed Monthly Per Business Day in which 100% of all refunds are completely and accurately issued within five (5) Business Days 100% JOINT AGENCY TRANSPONDER DISTRIBUTION 21 At the end of March 2023, the 91 EL had 167,896 active customer accounts and 658,173 transponders classified as assigned. Number of Accounts by FY As of March 31, 2023 Orange County Transportation Authority Riverside County Transportation Commission Status Report April 2023 As of April 30, 2023 ATTACHMENT C 2 Table of Contents Operations Overview OCTA ............................................................................................ 3 Traffic and Revenue Statistics for OCTA ......................................................................... 3 OCTA Traffic and Revenue Summary ............................................................................. 5 OCTA Peak-Hour Volumes .............................................................................................. 6 OCTA Eastbound Peak-Hour Volumes............................................................................ 6 OCTA Westbound Peak-Hour Volumes .......................................................................... 7 OCTA Operational Highlights .......................................................................................... 8 Financial Highlights OCTA............................................................................................... 9 Operations Overview RCTC ............................................................................................ 9 Traffic and Revenue Statistics for RCTC ....................................................................... 10 RCTC Traffic and Revenue Summary ........................................................................... 12 RCTC Peak-Hour Volumes ............................................................................................ 13 RCTC Eastbound Peak-Hour Volumes .......................................................................... 13 RCTC Westbound Peak-Hour Volumes ......................................................................... 14 RCTC Operational Highlights ......................................................................................... 17 Financial Highlights RCTC ............................................................................................ 18 Joint Agency Trip and Revenue Statistics ..................................................................... 19 Joint Agency Traffic Statistics ........................................................................................ 19 Joint Agency Performance Measures ............................................................................ 20 Joint Agency Transponder Distribution .......................................................................... 20 3 OPERATIONS OVERVIEW OCTA Total traffic volume on the 91 Express Lanes (91 EL) for April 2023 was 1,754,336. This represents a daily average of 58,478 vehicles. This is a 2.9 percent increase in total traffic volume from the same period last year, which totaled 1,704,360. Potential toll revenue for April was $5,409,331, which represents an increase of 3.4 percent from the prior year’s total of $5,229,916. Carpool percentage for April was 24.5 percent as compared to the previous year’s rate of 23.5 percent. Month-to-date (MTD) traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the Orange County Transportation Authority (OCTA) 91 EL and associated potential revenue for the month of April 2023. Current MTD as of April 30, 2023 Trips APR-23 MTD Actual APR-22 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 1,324,562 1,304,675 1.5% 3+ Lanes 429,774 399,685 7.5% Total Gross Trips 1,754,336 1,704,360 2.9% Revenue Full Toll Lanes $5,352,241 $5,173,225 3.5% 3+ Lanes $57,090 $56,691 0.7% Total Gross Revenue $5,409,331 $5,229,916 3.4% Average Revenue per Trip Average Full Toll Lanes $4.04 $3.97 1.8% Average 3+ Lanes $0.13 $0.14 (7.1%) Average Gross Revenue $3.08 $3.07 0.3% TRAFFIC AND REVENUE STATISTICS FOR OCTA 4 The 2023 fiscal year-to-date (YTD) traffic volume decreased by 1.5 percent, and potential toll revenue increased by one percent when compared with the same period the prior year. YTD average revenue per trip is $3.17. Fiscal YTD traffic and revenue data are summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the OCTA 91 EL and associated potential revenue for the months of July 2022 through April 2023. Fiscal Year (FY) 2022-23 YTD as of April 30, 2023 Trips FY 2022-23 YTD Actual (7/2022-4/2023) FY 2021-22 YTD Actual (7/2021-4/2022) Yr-to-Yr % Variance Full Toll Lanes 12,325,511 12,653,013 (2.6%) 3+ Lanes 3,849,857 3,774,298 2.0% Total Gross Trips 16,175,368 16,427,311 (1.5%) Revenue Full Toll Lanes $50,665,889 $50,231,106 0.9% 3+ Lanes $605,916 $526,063 15.2% Total Gross Revenue $51,271,805 $50,757,170 1.0% Average Revenue per Trip Average Full Toll Lanes $4.11 $3.97 3.5% Average 3+ Lanes $0.16 $0.14 14.3% Average Gross Revenue $3.17 $3.09 2.6% 5 OCTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between full toll trips and high-occupancy vehicle (HOV3+) trips for FY 2022-23 on a monthly basis. The chart below reflects the gross potential revenue breakdown between full toll trips and HOV3+ trips for FY 2022-23 on a monthly basis. 6 OCTA PEAK -HOUR VOLUMES Peak-hour traffic in the eastbound and westbound directions reached or exceeded 90 percent of defined capacity 24 times during the month of April 2023. As demonstrated on the next chart, westbound peak-hour traffic volumes top out at 94 percent of defined capacity. OCTA EASTBOUND PEAK -HOUR VOLUMES EASTBOUND WEEKDAY PEAK VOLUME:  PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.30 452 2,784 82%$5.30 450 2,844 84%$5.30 471 2,968 87%$7.70 445 2,844 84%$8.60 548 2,879 85% 1500 - 1600 $5.65 520 2,966 87%$5.75 513 2,873 85%$7.45 460 2,592 76%$7.45 513 2,911 86%$8.15 613 3,026 89% 1600 - 1700 $5.10 502 3,086 91%$5.25 475 2,838 83%$6.50 482 3,116 92%$7.00 517 2,880 85%$6.95 538 2,722 80% 1700 - 1800 $4.95 517 3,052 90%$4.90 455 2,802 82%$5.40 507 2,970 87%$6.70 524 2,879 85%$6.95 565 2,734 80% 1800 - 1900 $5.65 513 2,457 72%$4.05 555 2,828 83%$4.05 560 2,838 83%$4.50 472 2,488 73%$6.95 515 1,888 56% 1900 - 2000 $3.95 395 1,464 43%$3.95 622 2,384 70%$3.95 631 2,624 77%$5.75 711 2,914 86%$6.45 565 1,691 50%  PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.30 429 2,309 68%$5.30 484 2,955 87%$5.30 488 3,090 91%$7.70 463 2,947 87%$8.60 491 2,923 86% 1500 - 1600 $5.65 451 2,790 82%$5.75 483 2,858 84%$7.45 480 2,906 85%$7.45 499 2,990 88%$8.15 530 2,953 87% 1600 - 1700 $5.10 452 2,800 82%$5.25 416 2,824 83%$6.50 455 2,877 85%$7.00 481 3,052 90%$6.95 495 2,748 81% 1700 - 1800 $4.95 452 2,830 83%$4.90 429 2,922 86%$5.40 457 2,839 84%$6.70 454 2,971 87%$6.95 502 2,853 84% 1800 - 1900 $5.65 579 2,729 80%$4.05 594 3,110 91%$4.05 528 2,728 80%$4.50 524 2,778 82%$6.95 626 2,693 79% 1900 - 2000 $3.95 501 1,970 58%$3.95 570 2,456 72%$3.95 644 2,717 80%$5.75 611 2,625 77%$6.45 553 1,986 58%  PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.30 463 2,908 86%$5.30 483 3,081 91%$5.30 447 2,937 86%$7.70 446 2,981 88%$8.60 480 2,911 86% 1500 - 1600 $5.65 490 3,004 88%$5.75 480 3,035 89%$7.45 493 3,170 93%$7.45 489 2,855 84%$8.15 547 2,884 85% 1600 - 1700 $5.10 471 2,939 86%$5.25 439 3,091 91%$6.50 480 3,047 90%$7.00 393 2,444 72%$6.95 531 2,831 83% 1700 - 1800 $4.95 501 2,977 88%$4.90 488 2,891 85%$5.40 452 2,940 86%$6.70 526 3,004 88%$6.95 507 2,846 84% 1800 - 1900 $5.65 579 2,857 84%$4.05 580 2,924 86%$4.05 540 2,951 87%$4.50 526 2,924 86%$6.95 671 2,844 84% 1900 - 2000 $3.95 466 1,602 47%$3.95 519 2,171 64%$3.95 646 2,718 80%$5.75 618 2,720 80%$6.45 585 2,043 60%  PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.30 417 2,733 80%$5.30 414 2,906 85%$5.30 481 3,067 90%$7.70 472 3,062 90%$8.60 495 2,822 83% 1500 - 1600 $5.65 507 3,026 89%$5.75 500 2,882 85%$7.45 479 2,861 84%$7.45 486 3,061 90%$8.15 541 2,929 86% 1600 - 1700 $5.10 432 2,826 83%$5.25 438 2,922 86%$6.50 419 2,794 82%$7.00 454 2,921 86%$6.95 508 2,907 86% 1700 - 1800 $4.95 489 2,937 86%$4.90 461 2,971 87%$5.40 455 2,945 87%$6.70 501 2,850 84%$6.95 512 2,902 85% 1800 - 1900 $5.65 575 2,858 84%$4.05 602 3,084 91%$4.05 527 2,847 84%$4.50 571 2,931 86%$6.95 636 2,680 79% 1900 - 2000 $3.95 362 1,516 45%$3.95 524 2,251 66%$3.95 594 2,549 75%$5.75 663 2,793 82%$6.45 551 1,941 57% Thursday 04/27/23 Friday 04/28/23 Thursday 04/20/23 Friday 04/21/23 Monday 04/24/23 Tuesday 04/25/23 Wednesday 04/26/23 Thursday 04/13/23 Friday 04/14/23 Monday 04/17/23 Tuesday 04/18/23 Wednesday 04/19/23 Thursday 04/06/23 Friday 04/07/23 Monday 04/10/23 Tuesday 04/11/23 Wednesday 04/12/23 Monday 04/03/23 Tuesday 04/04/23 Wednesday 04/05/23 7 OCTA WESTBOUND PEAK -HOUR VOLUMES WESTBOUND WEEKDAY PEAK VOLUME:  AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.15 409 1,128 33%$3.15 411 1,134 33%$3.15 421 1,147 34%$3.15 415 1,112 33%$3.25 299 808 24% 0500 - 0600 $5.10 707 2,574 76%$5.10 804 2,594 76%$5.10 782 2,576 76%$5.10 767 2,605 77%$5.00 602 2,095 62% 0600 - 0700 $5.30 594 2,815 83%$5.30 610 3,107 91%$5.30 653 3,097 91%$5.30 640 2,976 88%$5.25 521 2,329 69% 0700 - 0800 $5.80 606 2,873 85%$5.80 572 2,918 86%$5.80 567 2,973 87%$5.80 563 2,831 83%$5.80 448 1,986 58% 0800 - 0900 $5.30 348 2,475 73%$5.30 372 2,635 78%$5.30 331 2,498 73%$5.30 370 2,347 69%$5.25 341 1,784 52% 0900 - 1000 $4.20 371 2,213 65%$4.20 364 2,309 68%$4.20 421 2,373 70%$4.20 434 2,287 67%$4.35 400 1,955 58%  AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.15 410 1,139 34%$3.15 430 1,192 35%$3.15 445 1,204 35%$3.15 427 1,193 35%$3.25 338 969 29% 0500 - 0600 $5.10 698 2,566 75%$5.10 797 2,825 83%$5.10 814 2,697 79%$5.10 781 2,612 77%$5.00 723 2,450 72% 0600 - 0700 $5.30 595 2,895 85%$5.30 695 3,123 92%$5.30 640 3,007 88%$5.30 586 2,907 86%$5.25 641 2,729 80% 0700 - 0800 $5.80 579 2,779 82%$5.80 534 2,862 84%$5.80 590 2,903 85%$5.80 575 2,845 84%$5.80 491 2,326 68% 0800 - 0900 $5.30 401 2,546 75%$5.30 350 2,864 84%$5.30 345 2,634 77%$5.30 381 2,796 82%$5.25 331 2,113 62% 0900 - 1000 $4.20 423 2,470 73%$4.20 376 2,535 75%$4.20 366 2,443 72%$4.20 406 2,719 80%$4.35 365 1,990 59%  AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.15 417 1,213 36%$3.15 430 1,214 36%$3.15 455 1,203 35%$3.15 390 1,020 30%$3.25 376 1,015 30% 0500 - 0600 $5.10 801 2,859 84%$5.10 811 2,791 82%$5.10 820 2,759 81%$5.10 857 2,888 85%$5.00 702 2,461 72% 0600 - 0700 $5.30 680 3,065 90%$5.30 629 3,100 91%$5.30 679 3,115 92%$5.30 645 3,136 92%$5.25 628 2,722 80% 0700 - 0800 $5.80 698 2,920 86%$5.80 644 3,090 91%$5.80 668 2,997 88%$5.80 721 3,003 88%$5.80 573 2,418 71% 0800 - 0900 $5.30 410 2,910 86%$5.30 372 2,908 86%$5.30 367 2,817 83%$5.30 392 2,768 81%$5.25 341 2,156 63% 0900 - 1000 $4.20 399 2,750 81%$4.20 336 2,631 77%$4.20 392 2,575 76%$4.20 351 2,608 77%$4.35 354 2,084 61%  AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.15 445 1,255 37%$3.15 428 1,229 36%$3.15 458 1,218 36%$3.15 439 1,183 35%$3.25 373 1,036 30% 0500 - 0600 $5.10 741 2,746 81%$5.10 849 2,813 83%$5.10 775 2,463 72%$5.10 821 2,750 81%$5.00 704 2,436 72% 0600 - 0700 $5.30 676 3,185 94%$5.30 681 3,062 90%$5.30 620 2,805 83%$5.30 658 3,012 89%$5.25 625 2,777 82% 0700 - 0800 $5.80 653 2,771 82%$5.80 615 2,442 72%$5.80 681 2,839 84%$5.80 636 2,960 87%$5.80 503 2,546 75% 0800 - 0900 $5.30 391 2,916 86%$5.30 421 2,805 83%$5.30 447 2,925 86%$5.30 378 2,593 76%$5.25 295 2,169 64% 0900 - 1000 $4.20 399 2,689 79%$4.20 401 2,909 86%$4.20 386 2,752 81%$4.20 334 2,616 77%$4.35 328 2,195 65% Thursday 04/27/23 Friday 04/28/23 Thursday 04/20/23 Friday 04/21/23 Monday 04/24/23 Tuesday 04/25/23 Wednesday 04/26/23 Thursday 04/13/23 Friday 04/14/23 Monday 04/17/23 Tuesday 04/18/23 Wednesday 04/19/23 Thursday 04/06/23 Friday 04/07/23 Monday 04/10/23 Tuesday 04/11/23 Wednesday 04/12/23 Monday 04/03/23 Tuesday 04/04/23 Wednesday 04/05/23 8 On-Road Operations OCTA Freeway Service Patrol responded to 59 calls during the month of April. Of those calls, 18 were to assist disabled vehicles, two were to remove debris, 22 were to tow vehicles, and 17 were to aid motorists in the 91 EL. OCTA OPERATIONAL HIGHLIGHTS 9 FINAN CIAL HIGHLIGHTS OCTA Capital Asset Activity During the ten months ending April 30, 2023, capital asset activities included payments of $835,718 attributed to the Electronic Toll and Traffic Management system project and $297,339 attributed to the back-office system implementation project. 10 OPERATIONS OVERVIEW RCTC Total traffic volume on the 91 EL for April 2023 was 1,518,081. This represents a daily average of 50,603 vehicles. This is a 6.2 percent increase in total traffic volume from the same period last year which totaled 1,428,830. Potential toll revenue for April was $6,168,435 which represents an increase of 13.2 percent from the prior year’s total of $5,448,783. Carpool percentage for April was 23.6 percent as compared to the previous year’s rate of 22.3 percent. MTD traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the Riverside County Transportation Commission (RCTC) 91 EL and associated potential revenue for the month of April 2023. Current MTD as of April 30, 2023 Trips APR-23 MTD Actual Stantec MTD Projected # Variance % Variance APR-22 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 1,159,308 955,571 203,737 21.3%1,110,498 4.4% 3+ Lanes 358,773 351,429 7,344 2.1%318,332 12.7% Total Gross Trips 1,518,081 1,307,000 211,081 16.2%1,428,830 6.2% Revenue Full Toll Lanes $6,122,221 $4,568,571 $1,553,650 34.0%$5,408,117 13.2% 3+ Lanes $46,214 $0 $46,214 $40,666 13.6% Total Gross Revenue $6,168,435 $4,568,571 $1,599,864 35.0%$5,448,783 13.2% Average Revenue per Trip Average Full Toll Lanes $5.28 $4.78 $0.50 10.5%$4.87 8.4% Average 3+ Lanes $0.13 $0.00 $0.13 $0.13 0.0% Average Gross Revenue $4.06 $3.50 $0.56 16.0%$3.81 6.6% TRAFFIC AND REVENUE STATISTICS FOR RCTC 11 The 2023 fiscal YTD traffic volume decreased by 2.1 percent, and potential toll revenue increased by 5.4 percent when compared with the same period the prior year. YTD average revenue per trip is $4.05. Fiscal YTD traffic and revenue data are summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the RCTC 91 EL and associated potential revenue for the months of July 2022 through April 2023. FY 2022-23 YTD as of April 30, 2023 Trips FY 2022-23 YTD Actual (7/2022-4/2023) Stantec YTD Projected # Variance % Variance FY 2021-22 YTD Actual (7/2021-4/2022) Yr-to-Yr % Variance Full Toll Lanes 10,532,899 9,118,171 1,414,728 15.5% 10,956,355 (3.9%) 3+ Lanes 3,135,465 3,320,714 (185,249) (5.6%) 3,008,150 4.2% Total Gross Trips 13,668,364 12,438,886 1,229,478 9.9% 13,964,505 (2.1%) Revenue Full Toll Lanes $54,819,969 $43,566,086 $11,253,884 25.8% $52,032,964 5.4% 3+ Lanes $469,800 $0 $469,800 $408,963 14.9% Total Gross Revenue $55,289,770 $43,566,086 $11,723,684 26.9% $52,441,927 5.4% Average Revenue per Trip Average Full Toll Lanes $5.20 $4.78 $0.42 8.8% $4.75 9.5% Average 3+ Lanes $0.15 $0.00 $0.15 $0.14 7.1% Average Gross Revenue $4.05 $3.50 $0.55 15.7% $3.76 7.7% 12 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between full toll lanes and HOV3+ lanes for FY 2022-23 on a monthly basis. The chart below reflects the gross potential revenue breakdown between full toll lanes and HOV3+ lanes for FY 2022-23 on a monthly basis. 13 RCTC PEAK -HOUR VOLUMES In April, several toll rates were adjusted. RCTC evaluates traffic volumes for peak-period hours and adjusts rates according to the toll rate policy. RCTC EASTBOUND PEAK -HOUR VOLUMES Eastbound PM Peak - County Line to McKinley  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 211 971 1,182 D $7.35 204 1069 1,273 E $10.65 254 1080 1,334 F $13.85 254 1,189 1,443 F $27.90 304 1,002 1,306 F 1500 - 1600 $8.05 253 1044 1,297 E $10.20 270 927 1,197 D $13.40 239 966 1,205 E $17.30 315 1,082 1,397 F $27.60 355 1,048 1,403 F 1600 - 1700 $5.65 224 1018 1,242 E $5.65 233 983 1,216 E $5.65 278 1071 1,349 F $8.05 278 1,089 1,367 F $16.25 250 950 1,200 D 1700 - 1800 $5.65 224 910 1,134 D $5.65 201 916 1,117 D $5.65 242 994 1,236 E $5.65 279 996 1,275 E $7.35 265 942 1,207 E 1800 - 1900 $5.65 221 798 1,019 D $5.65 267 916 1,183 D $5.65 254 926 1,180 D $5.65 219 883 1,102 D $5.65 216 576 792 B 1900 - 2000 $2.40 156 431 587 B $4.45 274 784 1,058 D $4.45 293 894 1,187 D $5.65 324 996 1,320 F $4.45 255 532 787 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 235 941 1,176 D $7.35 227 1,144 1,371 F $10.65 249 1,117 1,366 F $13.85 259 1,103 1,362 F $27.90 286 1,112 1,398 F 1500 - 1600 $8.05 278 1,088 1,366 F $10.20 265 983 1,248 E $13.40 291 1,029 1,320 F $17.30 277 989 1,266 E $27.60 284 1,031 1,315 F 1600 - 1700 $5.65 242 1,019 1,261 E $5.65 230 1,086 1,316 F $5.65 240 1,056 1,296 E $8.05 278 1,193 1,471 F $16.25 255 976 1,231 E 1700 - 1800 $5.65 236 996 1,232 E $5.65 199 1,012 1,211 E $5.65 218 1,042 1,260 E $5.65 232 1,097 1,329 F $7.35 247 1,076 1,323 F 1800 - 1900 $5.65 283 881 1,164 D $5.65 288 975 1,263 E $5.65 255 823 1,078 D $5.65 266 1,055 1,321 F $5.65 301 949 1,250 E 1900 - 2000 $2.40 283 730 1,013 D $4.45 273 817 1,090 D $4.45 310 911 1,221 E $5.65 299 1,042 1,341 F $4.45 253 791 1,044 D  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 196 996 1,192 D $7.35 234 1,102 1,336 F $10.65 226 1,068 1,294 E $13.85 241 1,166 1,407 F $27.90 300 1,097 1,397 F 1500 - 1600 $8.05 249 1,008 1,257 E $10.20 259 1,059 1,318 F $13.40 278 1,004 1,282 E $17.30 283 1,011 1,294 E $27.60 313 977 1,290 E 1600 - 1700 $5.65 234 948 1,182 D $5.65 240 1,004 1,244 E $5.65 250 1,048 1,298 E $8.05 239 1,116 1,355 F $16.25 290 967 1,257 E 1700 - 1800 $5.65 226 955 1,181 D $5.65 223 947 1,170 D $5.65 214 1,017 1,231 E $5.65 259 1,139 1,398 F $7.35 236 1,067 1,303 F 1800 - 1900 $5.65 246 849 1,095 D $5.65 285 884 1,169 D $5.65 255 960 1,215 E $5.65 285 1,029 1,314 F $5.65 340 1,003 1,343 F 1900 - 2000 $2.40 198 491 689 B $4.45 249 691 940 C $4.45 265 820 1,085 D $5.65 282 964 1,246 E $4.45 286 797 1,083 D  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $7.35 224 1,065 1,289 E $7.35 226 1,142 1,368 F $10.65 243 1,104 1,347 F $13.85 246 1,222 1,468 F $27.90 300 1,210 1,510 F 1500 - 1600 $8.05 268 958 1,226 E $10.20 278 1,045 1,323 F $13.40 258 986 1,244 E $17.30 259 1,032 1,291 E $27.60 317 1,041 1,358 F 1600 - 1700 $5.65 207 923 1,130 D $5.65 245 1,016 1,261 E $5.65 242 1,003 1,245 E $8.05 235 1,150 1,385 F $16.25 266 1,078 1,344 F 1700 - 1800 $5.65 224 979 1,203 E $5.65 243 1,032 1,275 E $5.65 239 1,011 1,250 E $5.65 241 1,109 1,350 F $7.35 300 1,116 1,416 F 1800 - 1900 $5.65 299 966 1,265 E $5.65 287 958 1,245 E $5.65 288 901 1,189 D $5.65 296 1,034 1,330 F $5.65 268 780 1,048 D 1900 - 2000 $2.40 160 487 647 B $4.45 231 721 952 C $4.45 272 826 1,098 D $5.65 321 1,014 1,335 F $4.45 355 948 1,303 F Friday 04/28/23 04/17/23 Tuesday 04/18/23 Thursday 04/27/23 04/03/23 Tuesday 04/04/23 Thursday Thursday 04/20/23 Friday 04/21/23 04/13/23 Friday 04/14/23 Monday 04/24/23 Tuesday 04/25/23 Wednesday 04/26/23 Wednesday 04/19/23Monday Thursday 04/06/23 Friday 04/07/23Monday Monday 04/10/23 Tuesday 04/11/23 Wednesday 04/12/23 Wednesday 04/05/23 14 Eastbound PM Peak - County Line to 15 SB Ontario  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 132 702 834 C $5.65 127 682 809 C $5.65 140 763 903 C $5.65 165 759 924 C $5.65 167 639 806 C 1500 - 1600 $5.65 166 656 822 C $5.65 161 668 829 C $5.65 155 622 777 B $5.65 155 685 840 C $5.65 171 660 831 C 1600 - 1700 $3.15 127 674 801 C $5.65 147 639 786 B $5.65 136 677 813 C $5.65 152 683 835 C $3.15 166 541 707 B 1700 - 1800 $3.15 157 638 795 B $3.15 164 651 815 C $3.15 158 708 866 C $3.15 163 649 812 C $3.15 167 552 719 B 1800 - 1900 $3.15 147 530 677 B $3.15 178 623 801 C $3.15 182 614 796 B $3.15 152 570 722 B $3.15 162 352 514 B 1900 - 2000 $3.15 107 377 484 B $3.15 199 588 787 B $3.15 204 590 794 B $3.15 214 678 892 C $3.15 172 341 513 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 132 579 711 B $5.65 169 790 959 C $5.65 141 755 896 C $5.65 140 700 840 C $5.65 141 664 805 C 1500 - 1600 $5.65 141 716 857 C $5.65 146 680 826 C $5.65 147 713 860 C $5.65 137 640 777 B $5.65 171 649 820 C 1600 - 1700 $3.15 151 626 777 B $5.65 132 624 756 B $5.65 151 649 800 B $5.65 135 649 784 B $3.15 143 596 739 B 1700 - 1800 $3.15 143 625 768 B $3.15 105 647 752 B $3.15 134 603 737 B $3.15 150 593 743 B $3.15 122 611 733 B 1800 - 1900 $3.15 154 569 723 B $3.15 170 692 862 C $3.15 166 561 727 B $3.15 145 636 781 B $3.15 175 570 745 B 1900 - 2000 $3.15 151 450 601 B $3.15 156 630 786 B $3.15 215 680 895 C $3.15 176 664 840 C $3.15 157 445 602 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 126 705 831 C $5.65 127 832 959 C $5.65 126 761 887 C $5.65 129 769 898 C $5.65 124 713 837 C 1500 - 1600 $5.65 163 694 857 C $5.65 143 717 860 C $5.65 138 764 902 C $5.65 122 609 731 B $5.65 154 607 761 B 1600 - 1700 $3.15 139 591 730 B $5.65 132 645 777 B $5.65 132 606 738 B $5.65 117 603 720 B $3.15 147 590 737 B 1700 - 1800 $3.15 146 625 771 B $3.15 130 619 749 B $3.15 128 617 745 B $3.15 139 714 853 C $3.15 138 573 711 B 1800 - 1900 $3.15 150 658 808 C $3.15 149 649 798 B $3.15 144 627 771 B $3.15 149 700 849 C $3.15 177 577 754 B 1900 - 2000 $3.15 124 380 504 B $3.15 152 513 665 B $3.15 180 669 849 C $3.15 178 642 820 C $3.15 157 443 600 B  PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $5.65 123 718 841 C $5.65 147 746 893 C $5.65 136 763 899 C $5.65 129 789 918 C $5.65 124 650 774 B 1500 - 1600 $5.65 161 727 888 C $5.65 133 700 833 C $5.65 130 674 804 C $5.65 151 680 831 C $5.65 144 559 703 B 1600 - 1700 $3.15 105 628 733 B $5.65 118 617 735 B $5.65 118 612 730 B $5.65 127 659 786 B $3.15 158 577 735 B 1700 - 1800 $3.15 124 637 761 B $3.15 141 604 745 B $3.15 141 631 772 B $3.15 147 633 780 B $3.15 140 585 725 B 1800 - 1900 $3.15 152 636 788 B $3.15 154 654 808 C $3.15 160 641 801 C $3.15 154 692 846 C $3.15 133 401 534 B 1900 - 2000 $3.15 111 349 460 B $3.15 150 512 662 B $3.15 154 594 748 B $3.15 182 653 835 C $3.15 173 518 691 B Wednesday 04/26/23 Thursday 04/27/23 Friday 04/28/23Monday04/24/23 Tuesday 04/25/23 Thursday 04/20/23 Friday 04/21/23Monday04/17/23 Tuesday 04/18/23 Wednesday 04/19/23 Wednesday 04/12/23 Thursday 04/13/23 Friday 04/14/23Monday04/10/23 Tuesday 04/11/23 Monday 04/03/23 Tuesday 04/04/23 Wednesday 04/05/23 Thursday 04/06/23 Friday 04/07/23 15 RCTC WESTBOUND PEAK -HOUR VOLUMES Westbound AM Peak - McKinley to County Line  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 196 369 565 B $2.40 214 373 587 B $2.40 214 363 577 B $2.40 194 401 595 B $2.40 162 271 433 B 0500 - 0600 $11.65 383 986 1,369 F $11.65 442 988 1,430 F $11.65 428 960 1,388 F $9.85 442 945 1,387 F $5.65 314 806 1,120 D 0600 - 0700 $19.45 405 1293 1,698 F $19.05 407 1269 1,676 F $19.05 415 1286 1,701 F $18.00 409 1,207 1,616 F $10.90 300 880 1,180 D 0700 - 0800 $15.60 366 1310 1,676 F $16.35 387 1285 1,672 F $16.35 395 1295 1,690 F $15.30 361 1,188 1,549 F $8.35 256 769 1,025 D 0800 - 0900 $8.35 202 1144 1,346 E $10.10 204 1192 1,396 F $10.10 207 1121 1,328 E $9.05 201 1,010 1,211 E $5.65 179 734 913 C 0900 - 1000 $5.65 144 813 957 C $5.65 163 989 1,152 D $5.65 196 987 1,183 D $5.65 179 893 1,072 D $4.45 170 730 900 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 218 354 572 B $2.40 208 391 599 B $2.40 206 410 616 B $2.40 223 413 636 B $2.40 189 344 533 B 0500 - 0600 $11.65 360 975 1,335 E $11.65 434 1,018 1,452 F $11.65 445 1,062 1,507 F $9.85 454 1,006 1,460 F $5.65 397 950 1,347 E 0600 - 0700 $19.45 386 1,245 1,631 F $19.05 422 1,261 1,683 F $19.05 414 1,287 1,701 F $18.00 354 1,266 1,620 F $10.90 359 1,111 1,470 F 0700 - 0800 $15.60 393 1,226 1,619 F $16.35 372 1,265 1,637 F $16.35 379 1,263 1,642 F $15.30 304 1,338 1,642 F $8.35 306 957 1,263 E 0800 - 0900 $8.35 218 1,213 1,431 F $10.10 244 1,468 1,712 F $10.10 242 1,282 1,524 F $9.05 222 1,180 1,402 F $5.65 176 882 1,058 D 0900 - 1000 $5.65 208 1,023 1,231 E $5.65 173 1,158 1,331 E $5.65 205 994 1,199 D $5.65 188 1,249 1,437 F $4.45 187 846 1,033 D  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 214 444 658 B $2.40 225 388 613 B $2.40 233 377 610 B $2.40 136 234 370 A $2.40 186 336 522 B 0500 - 0600 $11.65 475 1,156 1,631 F $11.65 458 1,024 1,482 F $11.65 471 1,036 1,507 F $9.85 508 1,141 1,649 F $5.65 406 956 1,362 F 0600 - 0700 $19.45 420 1,218 1,638 F $19.05 401 1,265 1,666 F $19.05 429 1,252 1,681 F $18.00 434 1,266 1,700 F $10.90 388 1,070 1,458 F 0700 - 0800 $15.60 403 1,216 1,619 F $16.35 447 1,355 1,802 F $16.35 437 1,350 1,787 F $15.30 433 1,319 1,752 F $8.35 367 972 1,339 E 0800 - 0900 $8.35 211 1,403 1,614 F $10.10 264 1,414 1,678 F $10.10 223 1,315 1,538 F $9.05 213 1,312 1,525 F $5.65 196 962 1,158 D 0900 - 1000 $5.65 227 1,290 1,517 F $5.65 171 1,147 1,318 E $5.65 215 1,120 1,335 E $5.65 189 1,143 1,332 E $4.45 211 1,049 1,260 E  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $2.40 245 432 677 B $2.40 231 401 632 B $2.40 237 395 632 B $2.40 220 353 573 B $2.40 219 361 580 B 0500 - 0600 $11.65 433 1,091 1,524 F $11.65 489 1,090 1,579 F $11.65 442 965 1,407 F $9.85 454 1,080 1,534 F $5.65 407 983 1,390 F 0600 - 0700 $19.45 440 1,300 1,740 F $19.05 408 1,242 1,650 F $19.05 423 1,327 1,750 F $18.00 440 1,250 1,690 F $10.90 385 1,152 1,537 F 0700 - 0800 $15.60 416 1,256 1,672 F $16.35 441 1,316 1,757 F $16.35 469 1,247 1,716 F $15.30 408 1,304 1,712 F $8.35 305 1,102 1,407 F 0800 - 0900 $8.35 251 1,351 1,602 F $10.10 265 1,314 1,579 F $10.10 279 1,451 1,730 F $9.05 229 1,170 1,399 F $5.65 140 1,045 1,185 D 0900 - 1000 $5.65 206 1,229 1,435 F $5.65 205 1,301 1,506 F $5.65 217 1,268 1,485 F $5.65 167 1,133 1,300 E $4.45 147 906 1,053 D Friday 04/28/23 04/17/23 Tuesday 04/18/23 Thursday 04/27/23 04/03/23 Tuesday 04/04/23 Thursday Thursday 04/20/23 Friday 04/21/23 04/13/23 Friday 04/14/23 Monday 04/24/23 Tuesday 04/25/23 Wednesday 04/26/23 Wednesday 04/19/23Monday Thursday 04/06/23 Friday 04/07/23Monday Monday 04/10/23 Tuesday 04/11/23 Wednesday 04/12/23 Wednesday 04/05/23 16 Westbound AM Peak - I-15 North to County Line  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 184 446 630 B $3.15 175 424 599 B $3.15 171 415 586 B $3.15 162 394 556 B $3.15 125 285 410 B 0500 - 0600 $9.40 261 889 1,150 D $9.40 270 938 1,208 E $9.40 263 931 1,194 D $9.40 276 952 1,228 E $7.30 194 711 905 C 0600 - 0700 $10.50 263 1067 1,330 E $10.85 293 1156 1,449 F $10.85 307 1136 1,443 F $10.85 276 1,109 1,385 E $7.30 224 826 1,050 D 0700 - 0800 $9.40 240 1095 1,335 E $9.40 237 1153 1,390 E $10.50 221 1126 1,347 E $9.40 224 1,050 1,274 E $7.30 160 713 873 C 0800 - 0900 $7.30 142 939 1,081 D $7.30 176 1040 1,216 E $7.30 166 1048 1,214 E $7.30 174 980 1,154 D $5.65 128 668 796 B 0900 - 1000 $5.65 141 719 860 C $5.65 163 823 986 C $5.65 157 856 1,013 D $5.65 165 722 887 C $5.65 180 638 818 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 179 418 597 B $3.15 184 431 615 B $3.15 178 416 594 B $3.15 194 429 623 B $3.15 128 386 514 B 0500 - 0600 $9.40 283 962 1,245 E $9.40 273 1,060 1,333 E $9.40 301 941 1,242 E $9.40 264 950 1,214 E $7.30 258 862 1,120 D 0600 - 0700 $10.50 296 1,046 1,342 E $10.85 294 1,201 1,495 F $10.85 292 1,141 1,433 F $10.85 228 1,177 1,405 F $7.30 245 893 1,138 D 0700 - 0800 $9.40 176 1,062 1,238 E $9.40 206 1,139 1,345 E $10.50 240 1,110 1,350 E $9.40 188 1,209 1,397 E $7.30 173 833 1,006 D 0800 - 0900 $7.30 122 1,031 1,153 D $7.30 129 1,054 1,183 D $7.30 134 1,103 1,237 E $7.30 142 1,111 1,253 E $5.65 158 789 947 C 0900 - 1000 $5.65 130 844 974 C $5.65 125 851 976 C $5.65 142 918 1,060 D $5.65 132 936 1,068 D $5.65 160 766 926 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 193 449 642 B $3.15 178 448 626 B $3.15 199 467 666 B $3.15 173 417 590 B $3.15 139 393 532 B 0500 - 0600 $9.40 284 972 1,256 E $9.40 282 1,020 1,302 E $9.40 296 987 1,283 E $9.40 330 1,025 1,355 E $7.30 253 839 1,092 D 0600 - 0700 $10.50 304 1,188 1,492 F $10.85 300 1,272 1,572 F $10.85 331 1,192 1,523 F $10.85 302 1,238 1,540 F $7.30 279 967 1,246 E 0700 - 0800 $9.40 202 1,122 1,324 E $9.40 227 1,222 1,449 F $10.50 239 1,123 1,362 E $9.40 248 1,159 1,407 F $7.30 198 877 1,075 D 0800 - 0900 $7.30 141 1,158 1,299 E $7.30 165 1,239 1,404 F $7.30 142 1,114 1,256 E $7.30 167 1,006 1,173 D $5.65 143 884 1,027 D 0900 - 1000 $5.65 125 920 1,045 D $5.65 143 938 1,081 D $5.65 150 919 1,069 D $5.65 136 992 1,128 D $5.65 135 776 911 C  AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $3.15 167 467 634 B $3.15 175 460 635 B $3.15 179 461 640 B $3.15 157 411 568 B $3.15 140 389 529 B 0500 - 0600 $9.40 290 1,002 1,292 E $9.40 302 1,007 1,309 E $9.40 289 993 1,282 E $9.40 297 1,004 1,301 E $7.30 253 836 1,089 D 0600 - 0700 $10.50 287 1,169 1,456 F $10.85 299 1,200 1,499 F $10.85 339 1,238 1,577 F $10.85 291 1,201 1,492 F $7.30 252 996 1,248 E 0700 - 0800 $9.40 257 1,174 1,431 F $9.40 256 1,225 1,481 F $10.50 273 1,179 1,452 F $9.40 221 1,155 1,376 E $7.30 148 866 1,014 D 0800 - 0900 $7.30 155 1,128 1,283 E $7.30 151 1,259 1,410 F $7.30 173 1,113 1,286 E $7.30 147 1,054 1,201 E $5.65 83 766 849 C 0900 - 1000 $5.65 134 917 1,051 D $5.65 131 998 1,129 D $5.65 124 972 1,096 D $5.65 140 960 1,100 D $5.65 101 703 804 C Wednesday 04/26/23 Thursday 04/27/23 Friday 04/28/23Monday04/24/23 Tuesday 04/25/23 Thursday 04/20/23 Friday 04/21/23Monday04/17/23 Tuesday 04/18/23 Wednesday 04/19/23 Wednesday 04/12/23 Thursday 04/13/23 Friday 04/14/23Monday04/10/23 Tuesday 04/11/23 Monday 04/03/23 Tuesday 04/04/23 Wednesday 04/05/23 Thursday 04/06/23 Friday 04/07/23 17 On-Road Operations RCTC Freeway Service Patrol responded to 70 calls during the month of April. Of those calls, 59 were to assist disabled vehicles, six calls to remove debris, and five were in response to accidents that affected the 91 EL. RCTC OPERATIONAL HIGHLIGHTS 18 FINANCIAL HIGHLIGHTS RCTC RCTC 91 Express Lanes Operating Statement 4/30/2023 Description Budget Dollar $Percent (%) Operating revenues: Toll Revenue 51,404,477.64$ 47,971,666.67$ 3,432,810.97$ 7.2 Fee Revenue 4,767,391.16 5,399,000.00 (631,608.84) (11.7) Total operating revenues 56,171,868.80 53,370,666.67 2,801,202.13 5.2 Operating expenses: Salaries and Benefits 622,535.11 671,250.00 48,714.89 7.3 Legal Services 33,895.80 105,500.00 71,604.20 67.9 Advisory Services 38,262.18 63,333.33 25,071.15 39.6 Audit and Accounting Fees 31,096.00 35,416.67 4,320.67 12.2 Service Fees 4,735.12 10,833.33 6,098.21 56.3 Other Professional Services 525,783.69 1,037,500.00 511,716.31 49.3 Lease Expense 216,373.56 278,083.33 61,709.77 22.2 Operations 1,934,389.90 3,876,666.67 1,942,276.77 50.1 Utilities 37,423.61 60,500.00 23,076.39 38.1 Supplies and Materials 4,996.00 8,833.33 3,837.33 43.4 Membership and Subscription Fees 29,076.29 36,083.33 7,007.04 19.4 Office Equipment & Furniture (Non-Capital)- 66,666.67 66,666.67 100.0 Maintenance/Repairs 224,043.11 366,666.67 142,623.56 38.9 Training Seminars and Conferences 611.25 5,916.67 5,305.42 89.7 Transportation Expenses 469.97 2,416.67 1,946.70 80.6 Lodging 1,784.93 2,083.33 298.40 14.3 Meals 232.48 2,500.00 2,267.52 90.7 Other Staff Expenses 75.13 416.67 341.54 82.0 Advertising - 125,000.00 125,000.00 100.0 Program Management 58,457.77 43,666.67 (14,791.10) (33.9) Program Operations 1,515,007.57 6,948,916.67 5,433,909.10 78.2 Litigation Settlement - - - N/A Furniture & Equipment 4,160.23 62,500.00 58,339.77 93.3 Improvements - 16,666.67 16,666.67 100.0 Bad Debt Expense 601.65 - (601.65) N/A Total operating expenses 5,284,011.35 13,827,416.67 8,543,405.32 61.8 Operating income (loss)50,887,857.45 39,543,250.00 11,344,607.45 28.7 Nonoperating revenues (expenses): Interest Revenue 2,720,879.18 93,500.00 2,627,379.18 (2,810.0) Other Miscellaneous Revenue 42,553.99 - 42,553.99 N/A Loss on Refunding - - - N/A Principal Expense - - - N/A Interest Expense (18,451,244.48) (18,500,833.33) 49,588.85 (0.3) Total nonoperating revenues (expenses)(15,687,811.31) (18,407,333.33) 2,719,522.02 14.8 Transfers In 42.90 - 42.90 N/A Transfers Out (868,000.00) (1,037,250.00) 169,250.00 (16.3) Net income (loss)34,332,089.04$ 20,098,666.67$ 14,233,422.37$ 70.8 1 Unaudited YTD as of : YTD Variance Actual1 19 JOINT AGENCY TRIP AND REVENUE STATISTICS JOINT AGENCY TRAFFIC STATISTICS MULTI AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING April 30, 2023 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 888,938 654,757 74%$2,498,627.45 RCTC 814,809 654,757 80%$3,578,265.20 Eastbound OCTA 865,398 576,015 67%$2,910,703.64 RCTC 703,272 576,015 82%$2,590,169.73 20 JOINT AGENCY PERFORMANCE MEASURES REPORTING REQUIREMENT REPORTING PERIOD PERFORMANCE STANDARD APRIL 2023 PERFORMANCE Customer Service Service Level /Speed of Answer Monthly 80% answered within 60 seconds 86% answered within 60 seconds Abandon Percentage Monthly 4 % < 1% Customer Satisfaction Score Monthly 4.5 => 4.87 First Contact Resolution Monthly 85% of calls resolved on the first contact 95% Timeliness of Case Resolution Monthly 90% of cases resolved in one (1) business day 99% Monthly 98% of cases resolved within five (5) business days 100% Mail Performance Processing Returned Mail Monthly Per business day in which 90% of returned mail is processed within three (3) business days 100% Monthly Per Business Day in which 100% of returned mail is processed within five (5) Business Days 100% Research and resolve unidentified Payments Monthly 100% of all unidentified payments are completely and accurately resolved within five (5) business days 100% Payment Processing Monthly Per business day in which 100% of payments are processed within two (2) business days 100% Accounting Customer Refunds Processed Monthly Per business day in which 100% of all refunds are completely and accurately issued within five (5) business days 100% JOINT AGENCY TRANSPONDER DISTRIBUTION 21 At the end of April 2023, the 91 EL had 168,641 active customer accounts and 663,055 transponders classified as assigned. Number of Accounts by FY As of April 30, 2023 Orange County Transportation Authority 550 South Main Street / P.O. Box 14184 / Orange / California 92863-1584 / (714) 560-OCTA (6282) June 29, 2023 To: State Route 91 Advisory Committee From: Darrell E. Johnson, Chief Executive Officer, OCTA Anne Mayer, Executive Director, RCTC Subject: Draft 2023 State Route 91 Implementation Plan Overview The Orange County Transportation Authority and the Riverside County Transportation Commission annually prepare a plan for potential improvements along the State Route 91 corridor between State Route 57 in Orange County and Interstate 15 in Riverside County. The plan includes a listing of proposed improvements, preliminary cost estimates, and potential implementation timeframes. These improvements are sponsored by various agencies , such as the Orange County Transportation Authority, the Riverside County Transportation Commission, the Transportation Corridor Agencies, the California Department of Transportation, and cities along the corridor. The Draft 2023 State Route 91 Implementation Plan is provided for information purposes. Recommendation Receive and file as an information item. Background SB 1316 (Chapter 714, Statutes of 2008) requires the Orange County Transportation Authority (OCTA) and the Riverside County Transportation Commission (RCTC) to annually prepare a plan for potential improvements along the State Route 91 (SR-91) corridor between State Route 57 (SR-57) in Orange County and Interstate 15 (I-15) in Riverside County. The Draft 2023 SR-91 Implementation Plan (Plan) serves as a snapshot of current and planned activities within the SR-91 corridor. The Plan describes transportation benefits, anticipated costs, and schedules for projects and concepts through the post-2035 timeframe. The intent of the Plan is to provide a compilation of information for projects along the SR-91 corridor. This Plan was prepared in consultation with the California Department of Transportation (Caltrans), the Transportation Corridor Agencies (TCA), and the cities of Anaheim, Corona, Orange, and Yorba Linda. Draft 2023 State Route 91 Implementation Plan Page 2 Discussion Since 2003, considerable progress has been made in improving the SR-91 corridor. Nearly $2 billion has been invested with the completion of 11 projects, including the addition of 68.7 lane miles throughout the SR-91 corridor as well as Metrolink station and service improvements. The improvements within the corridor have helped to alleviate the effects of population growth and employment between Orange and Riverside counties by enhancing capacity and improving mobility. Completed projects from the Plan include: • Green River Road Overcrossing Improvement Project; • North Main Street Corona Metrolink Parking Structure Project; • Eastbound lane addition from State Route 241 (SR-241) to State Route 71 (SR-71); • Lane addition in both directions between State Route 55 (SR-55) and SR-241; • Westbound lane at Tustin Avenue; • Metrolink service improvements; • SR-91 Corridor Improvement Project initial phase; • Express Bus Service; • La Sierra Metrolink parking improvements; • SR-91 Corridor Operations Project; and • Anaheim Canyon Metrolink Station improvements. OCTA and RCTC have adopted similar goals for the 91 Express Lanes to continue to maintain safe, reliable, and predictable travel time s for motorists traversing between the two counties. These guiding principles include: • Optimizing vehicle throughput at free -flow speeds and increasing average vehicle occupancy; • Balancing capacity and demand to serve customers who pay tolls, as well as carpoolers (3+) who are offered discounted tolls; • Generating sufficient revenue to sustain the financial viability of the 91 Express Lanes; • Paying debt service and maintaining debt service coverage ; and • Reinvesting net revenues on the SR-91 corridor to improve regional mobility, when appropriate. Information for projects in the Plan is updated annually to ensure that the planning and implementation of each project is carefully coordinated and timed to provide maximum benefits to the SR-91 corridor. Additionally, projects on the corridor should be coordinated to minimize construction impact s to commuters and the surrounding communities. In the future, operational analysis by OCTA and RCTC will be prepared for each project before implementation to ensure that the projects meet the OCTA and RCTC goals for the SR-91 corridor. Draft 2023 State Route 91 Implementation Plan Page 3 In October 2019, a consensus was reached that set the stage for a series of projects included in the Plan to be implemented sequentially to improve the SR-91 corridor. OCTA, RCTC, TCA, Caltrans District 8 and District 12, as well as Caltrans Headquarters, agreed to project sequencing to enable the streamlining of the SR-241/SR-91 Tolled Express Connector Project, while minimizing impacts to the SR-91 corridor. The agencies reached consensus on a program of projects and sequencing as follows: 1. 15/91 Express Lanes Connector 2. SR-91 Corridor Operations Project 3. SR-71/SR-91 Interchange Improvements 4. SR-241/SR-91 Tolled Express Connector* *Note: SR-241/SR-91 Tolled Express Connector is not dependent upon completing SR-71/SR-91 interchange improvements. Coordination efforts for the 2023 Plan (Attachment A) resulted in various updates to project status, costs, and schedules. Projects included in the Plan are organized as follows: Orange County projects, Riverside County projects, and bi -county projects as shown below. • Orange County projects include three improvements: o SR-91 improvements between SR-57 and SR-55; o Placentia Metrolink Rail Station; and o Metrolink improvements. • Riverside County projects include four improvements: o 15/91 Express Lanes Connector; o Eastbound 91 Express Lane Extension; o SR-71/SR-91 interchange improvements; and o Improvements east of I-15. • Bi-county projects which benefit both Orange and Riverside counties include three projects: o SR-241/SR-91 Tolled Express Connector; o 91 Eastbound Corridor Operations Project (SR-241 to SR-71); and o 91 Westbound Improvements (SR-241 to SR-71). As part of the preparation of the Plan, a traffic analysis was conducted to quantify travel times for westbound (WB) morning and eastbound (EB) afternoon conditions for all capacity/operation-enhancing projects scheduled to be completed by 2030 and 2045. Traffic conditions along the SR-91 corridor stabilized for the most part throughout 2022, which is the base for the existing conditions. The WB morning traffic analysis results indicate that for the year 2030 forecasts, travel times are anticipated to increase in Riverside County (by about six minutes), and no change Draft 2023 State Route 91 Implementation Plan Page 4 is anticipated in Orange County. For 2045 forecasts, WB travel times decrease in Riverside County by about 21 minutes but increase in Orange County by about 16 minutes. The EB afternoon traffic analysis indicates that for the year 2030 forecasts, travel times in Riverside County are anticipated to improve (by about 18 minutes) but increase in Orange County (by about 24 minutes). EB travel times in Riverside County for 2045 increase slightly (by about eight minutes) and decrease in Orange County (by about 29 minutes). OCTA and RCTC will continue monitoring the SR-91 traffic pattern changes throughout 2023. Generally, the increases in travel times are due to growth in population and employment opportunities as well limitations at some end points to handle growth in travel demand. The improvements in travel times are due to the benefits of various projects in response to implementation of local general plans, hence the need to continue bi-county transportation planning and coordination along the primary direct route between Orange and Riverside counties. Conceptual Projects The improvements included in Appendix A of the Plan are highly conceptual in nature and implementation would require a significant amount of planning, design, external funding, and policy and public input. Since 2010, staff have evaluated the Irvine Corona Expressway (ICE) concept annually as part of the preparation of the Plan to monitor tunneling technology and financial viability. Taking into consideration the ICE concept’s proposed tunnel length and diameter, current economic conditions, and high construction costs, the ICE concept was consistently found to be challenging to construct. In 2021, the SR -91 Advisory Committee directed staff to review land uses adjacent to the proposed ICE concept. Significant development in the area of the proposed ICE eastern terminus near the I-15/Cajalco Road junction has occurred, occupying formerly open space. In 2022, the SR-91 Advisory Committee requested the removal of the ICE concept from the Plan due to incompatibility with current land uses. Summary OCTA and RCTC have completed the 2023 Plan required by SB 1316. As the Plan is updated annually, it is important to ensure that projects are coordinated in such a way that they provide maximum benefits to the SR-91 corridor. This would be achieved through implementing projects that optimize the operations of the corridor and the 91 Express Lanes. The Plan serves as a compilation of future potential projects and project level decisions can be made when individual projects are being considered for implementation. Draft 2023 State Route 91 Implementation Plan Page 5 Attachment A. Draft State Route 91 Implementation Plan 2023 State Route 91 Implementation Plan 2023 IMPLEMENTATION PLAN STATE ROUTE 91 2023 Prepared By: DRAFT State Route 91 Implementation Plan 2023 Table of Contents STATE ROUTE 91 IMPLEMENTATION PLAN 2023 3 Section 1: 2023 Status Report and Update 5 Section 2: Implementation Plan 22 Orange County Projects 23 Riverside County Projects 27 Bi-County Projects 32 Appendix A – Post-2035 and Conceptual Projects 36 Appendix B – Completed Project Exhibits 41 Appendix C - References 53 State Route 91 Implementation Plan 2023 CO M P L E T E D E F F O R T S REGION PROJECT COST (MILLIONS)COMPLETION Orange County Eastbound Lane Addition (SR-241 to SR-71)$52.1 2010 Fifth Lane Addition (SR-55 to SR-241)$85.2 2013 Westbound Lane at Tustin Avenue $43.3 2016 Anaheim Canyon Metrolink Station Improvements $34.2 2023 Riverside County Green River Road Overcrossing $24.3 2009 North Main Street Corona Metrolink Parking Structure $25 2009 91 Corridor Improvement Project (Initial Phase)$1,407 2017 La Sierra Metrolink Parking Improvements $6.3 2019 Bi-County Metrolink Service Improvements $249 2016 Express Bus Service $6 2019 SR-91 Corridor Operations Project $38 2022 AN T I C I P A T E D P R O J E C T S REGION PROJECT COST (MILLIONS) CURRENT PHASE Orange County SR-91 Improvements (SR-57 to SR-55) $460 Final Design Placentia Metrolink Rail Station $34.8 Final Design Metrolink Improvements TBD Planning Riverside County 15/91 Express Lanes Connector $270 Construction Eastbound 91 Express Lane Extension $10 Environmental SR-71/SR-91 Interchange Improvements $137 Construction Improvements East of I-15 TBD Environmental Bi-County SR-241/SR-91 Tolled Express Connector $380 Final Design 91 Eastbound Corridor Operations Project (SR-241 to SR-71) TBD Environmental 91 Westbound Improvements (SR-241 to SR-71) TBD Preliminary Engineering CO N C E P T S LOCATION COST (MILLIONS) Elevated 4-Lane Facility (MIS Corridor A) from SR-241 to I-15 (Post-2035)$2,720 WB SR-91 to SB SR-55 Connector Improvements (Post-2035)$75-$150 EB SR-91 Fifth Lane Addition at SR-241 $31 Fairmont Boulevard Improvements $76.8 B E N E F I T S Every year since 2003, OCTA, RCTC, and stakeholders have worked collaboratively to review a program of projects along the SR-91 corridor. Provides seamless connectivity between Orange and Riverside Counties Increases travel options Optimizes vehicle throughput Reinvests net 91 Express Lanes revenues on the SR-91 corridor to improve regional mobility Investments to date: $1.9 billion STATE ROUTE 91 IMPLEMENTATION PLAN 2023 4 Introduction Section 1: 2023 Status Report and Update Previous law authorized the California Department of Transportation (Caltrans) to enter into franchise agreements with private companies to construct and operate four demonstration toll road projects in California. This resulted in the development of the 91 Express Lanes facility in Orange County. The four-lane, 10-mile toll road runs along the median of State Route 91 (SR-91) in northeast Orange County between the Orange/Riverside County line and State Route 55 (SR-55). Since the 91 Express Lanes carried its first vehicle on December 27, 1995, the facility has saved users tens of millions of hours of commuting time. While the 91 Express Lanes facility has improved travel time along the SR-91 corridor, provisions in the franchise agreement between Caltrans and the private franchisee, the California Private Transportation Company (CPTC), prohibited Caltrans and county transportation agencies from adding transportation capacity or operational improvements to the SR-91 corridor through the year 2030 from Interstate 15 (I-15) in Riverside County to the Orange/Los Angeles Counties border. Consequently, the public agencies were barred from adding new lanes, improving interchanges, and adding other improvements to decrease congestion on the SR-91 freeway. Recognizing the need to eliminate the non-compete provision of the franchise agreement, Governor Gray Davis signed Assembly Bill 1010 (Lou Correa) (AB 1010) into law in September 2002, paving the way for much-needed congestion relief for thousands of drivers who use SR-91 to travel between Riverside and Orange Counties each day. The bill allowed the Orange County Transportation Authority (OCTA) to purchase the 91 Express Lanes franchise and eliminate the non-compete clause that prohibited capacity-enhancing improvements from being made to SR-91. Although the 91 Express Lanes operate within a 10-mile stretch of Orange County, between SR-55 and Orange/Riverside county lines the franchise technically allowed operation of toll lanes into Riverside County. The purchase agreement for the 91 Express Lanes was completed on January 3, 2003, placing the road in public hands at a cost of $207.5 million. With the elimination of the non-compete provision through AB 1010 and the subsequent 91 Express Lanes purchase by OCTA, Orange County and Riverside County public officials and Caltrans Districts 8 and 12 have been coordinating improvement plans for SR-91. 5STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Introduction (continued) Senate Bill 1316 (Lou Correa) (SB 1316) was signed into law in September 2008 as an update to the provisions of AB 1010. SB 1316 authorizes OCTA to transfer its rights and interests in the Riverside County portion of SR-91 toll lanes by assigning them to the Riverside County Transportation Commission (RCTC) and authorizes RCTC to operate tolls for 50 years. In 2017, RCTC opened the extension of the 91 Express Lanes to traffic into Riverside County with completion of the initial phase of the SR- 91 Corridor Improvement Project (see Appendix B). SB 1316 also requires OCTA and RCTC, in consultation with Caltrans, to issue an annual SR-91 Implementation Plan (Plan) for SR-91 improvements between State Route 57 (SR-57) and I-15. The Plans prior to adoption of SB 1316 included a westerly project limit of SR-55. The Plan establishes a program of potential improvements to relieve congestion and improve operations in the SR-91 corridor. The 2023 Plan fulfills the requirement to provide the State Legislature with an annual Implementation Plan for SR-91 improvements and builds on the 2022 Plan. The projects included in the 2023 Plan have been infused with various sources of local, state, and federal funding. The 2023 Plan includes overviews, status summaries, and proposed costs and schedules for projects to improve mobility on SR-91. Also included are conceptual lane diagrams (as appropriate), and discussions of key considerations that need to be addressed in the planning and development of each project. This Plan will provide OCTA, RCTC, and Caltrans with a framework to implement SR-91 and other related improvements. Future annual Plan updates will continue to refine the scope, cost, and schedule of each project included in this version of the Plan. 6STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update With the completion of the State Route 91 Corridor Improvement Project’s initial phase in spring 2017, there are now approximately 18 miles of Express Lanes between Orange and Riverside counties. OCTA and RCTC have adopted goals for the 91 Express Lanes to continue to maintain a safe, reliable, and predictable travel time for express lane users traversing seamlessly between the two counties. The goals listed here take into consideration the 91 Express Lanes as well as the SR-91 corridor at large. 7STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update 91 EXPRESS LANES TOLL POLICY GOALS Optimizing vehicle throughput at free flow speeds; Increasing average vehicle occupancy; Balancing capacity and demand to serve customers who pay tolls as well as carpoolers (3+) who are offered discounted tolls; Paying debt service and maintaining debt service coverage; Generating sufficient revenue to sustain the financial viability of the 91 express lanes; and When appropriate, reinvesting net revenues on the SR-91 corridor to improve regional mobility. These guiding principles include: 8STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Much progress has been made since the initial 2003 SR-91 Implementation Plan was approved. The 2023 Plan includes select completed project exhibits as a historical reference. Project Accomplishments Completed Construction/ Improvement Projects Repaved and sealed pavement surfaces, restriped, and replaced raised channelizers on the 91 Express Lanes. On EB SR-91 the roadway was restriped, and the median barrier was reconstructed. This project removed the CHP enforcement area and extended the EB auxiliary lane from SR-71 to the Serfas Club Drive off-ramp. The WB auxiliary lane was extended between the County line and SR-241. This project eliminated the lane drop at the 91 Express Lanes and extended the existing auxiliary lane from the County line to SR-241 in the westbound direction. This improvement minimized the traffic delays at the lane drop area, resulting in improved vehicle progression. On WB SR-91 the roadway was restriped to extend the auxiliary lane between SR-71 and the County line. This resulted in a new continuous lane between SR-71 and SR-241. Safety Improvements were constructed at the Truck Scales. Existing shoulders were improved, lanes were re-striped, illumination improved, and signage was modified into and out of the EB facilities. Green River Road overcrossing replacement (see Appendix B). Metrolink parking structure at the North Main Street Corona Metrolink Station (see Appendix B). EB SR-91 lane addition from SR-241 to SR-71 (see Appendix B). Additional SR-91 WB and EB travel lane between SR-55 and SR-241 (see Appendix B). SR-91 WB bypass lane to Tustin Avenue at SR-55 (see Appendix B). Metrolink Service Improvements (see Appendix B). Initial SR-91 Corridor Improvement Project (CIP) (see Appendix B). La Sierra Metrolink Parking Improvements (see Appendix B) Express Bus Service (see Appendix B) 91 Corridor Operations Project (see Appendix B) Anaheim Canyon Metrolink Station Improvements (see Appendix B) 9STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update These projects provide enhanced freeway capacity and/or improved mobility for one of the most congested segments of SR-91. The completed EB SR-91 lane addition project from SR-241 to SR-71 (see Appendix B) has improved highway operations. This project reduced travel time by approximately 20 minutes during its opening year. The Initial CIP project has provided significant benefits to drivers on SR-91. This $1.4 billion investment project included widening SR-91 by one GP lane in each direction east of SR-71, adding collector-distributor (CD) roads and direct south connectors at I- 15/SR-91, extending the 91 Express Lanes to I-15, and providing system/local interchange improvements. The new lanes and other improvements provide time savings, offer choice and reliability, boost safety, enhance access and job creation, promote ridesharing, reduce pollution, and aid the movement of goods along the region's roadways. The WB SR-91 Widening Project completed construction in 2016 from State College Blvd to Interstate 5 (I-5). This project added one WB general purpose lane and removed the dedicated exit lane to State College Blvd from the SB SR-57 to WB SR-91 Connector that contributed to operational issues due to the short weaving distance. While this project falls just to the west of the limits for the Plan study area, it will have an influence on operations within the Plan area. In addition, there are two projects that impact future SR-91 widening projects. The first is the $2.8 billion U.S. Army Corps of Engineers (Corps) Santa Ana River Mainstem project that provides flood protection from the recently improved Prado Dam (near SR-71) to the Pacific Ocean. The project includes many features that have already been completed, including improvements to Seven Oaks Dam, 30 miles of levees and modifications to original project features including raising the Prado Dam embankment and installation of new, larger capacity outlet works. In 2021, the Corps and Orange County Flood Control District amended a cooperative agreement which would allow the Corps to use federal funds under the Bipartisan Budget Act to complete select features of the project. SR-91 project teams have coordinated with the Corps, Orange County Flood Control District, Caltrans, and other federal, regional, and local agencies to accommodate planned SR-91 improvements adjacent to the Santa Ana River. 10STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update There are various project development phase documents (Feasibility Reports, Studies, PSR, PA/ED, or PS&E) that are completed, or are in draft form and anticipated to be approved that identify mobility improvements. These documents include: Completed Designs and Reports MIS – Final Project Report: Locally Preferred Strategy Report (January 2006). Renewed Measure M Transportation Investment Plan (November 2006). RCTC 10-Year Western County Highway Delivery Plan (December 2006). SR-91/Fairmont Boulevard Feasibility Study (December 2009). Corridor System Management Plan (CSMP) Orange County SR-91 Corridor Final Report (August 2010). Renewed Measure M Early Action Plan, approved August 2007 and subsequently renamed as the Capital Action Plan (April 2011). PSR-PDS for SR-241/SR-91 Tolled Express Connector (January 2012). Project Report & Environmental Document for 91 Corridor Improvement Project (October 2012) PSR-PDS on SR-91 between SR-57 and SR-55 (October 2014). SR-71/SR-91 Interchange Environmental Phase (2011) and Final Design (2015). Project Report & Environmental Document for 15/91 Express Lanes Connector (June 2019). Project Report & Environmental Document for 91 Corridor Operations Project (April 2020). Project Report & Environmental Document for SR-241/SR-91 Tolled Express Connector (April 2020). Project Report & Environmental Document for SR-91 Improvement Project between SR-57 and SR-55 (July 2020). 2022 Next 10 Delivery Plan (November 2022). 11STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Project Limits The project study limits encompass the segment of SR-91 from west of the junction of SR-57 and SR-91 in the City of Anaheim in Orange County, to east of the junction of SR-91 and I-15 in the City of Corona in Riverside County. The freeway segment is approximately 20.3 miles long and includes 12.7 miles within Orange County and 7.6 miles within Riverside County. 12STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Existing Traffic Conditions Summary Similar to other parts of the state, traffic demand on Orange County roadways, including the SR-91 corridor, has shown a steady increase following the lifting of the Stay-at-Home Order on June 15, 2021. Through the year of 2022, the peak period times as well as day-to-day variations of traffic patterns along the SR-91 corridor have been stabilized for the most part. In the Traffic Operations Policy Directive (23-01) issued by Caltrans on January 30 of 2023, the request of using historical traffic data to conduct analyses for State Highway System (SHS) projects was updated to apply for the time period starting on March 13th, 2020 and ending on January 31st, 2022. As a result, existing traffic data was collected for the purpose of this analysis in support of the 2023 Plan. Existing morning (6-10 a.m.) and afternoon (3-7 p.m.) peak period traffic volumes were collected from multiple data sources. The SR-91 mainline and High Occupancy Vehicle (HOV) volumes were obtained from the Caltrans Performance Measurement System (PeMS). The SR-91 Express Lane volumes were provided by OCTA and RCTC. The SR-91 on- and off-ramp volumes were collected from the field. In addition, the travel time and speed data were collected from the field and supplemented with INRIX speed data. All existing traffic data represent typical weekday traffic patterns along the SR-91 corridor in the month of October 2022. The Caliper TransModeler software model that reflected the 2019 (pre-COVID) conditions was updated and validated to the new existing 2022 conditions. The model used for the 2023 Plan also incorporated dynamic traffic assignment to further enhance the model’s performance in route choice and to better capture traffic operations due to congestion patterns and toll strategies. The model represents the morning (6-10 a.m.) and afternoon (3-7 p.m.) peak periods. Under existing (2022) conditions, current capacity of the SR- 91 corridor is inadequate to accommodate existing peak demand volumes. Level of Service (LOS) F prevails in the peak direction during the majority of morning peak period and the entire afternoon peak period. The definition of LOS F is a density of more than 45 passenger cars/lane/mile and the worst freeway operating condition. The results also indicate that there are several physical conditions that contribute to unacceptable traffic queues. 13STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Existing Traffic Conditions Summary During the weekdays, westbound SR-91 experiences heavier traffic conditions during the morning commute for travelers leaving Riverside County to employment areas in Orange and Los Angeles Counties. The corridor is generally most congested between the peak period of 6 a.m. to 9 a.m. in the westbound direction and the peak period of 3 p.m. to 7 p.m. in the eastbound direction. Due to the high demand, congestion in the corridor occurs before and after the peak periods. The eastbound afternoon conditions tend to be exacerbated by the lack of receiving capacity in the Riverside County portion of the SR-91 corridor. Accordingly, RCTC is working closely with Caltrans District 8 to sponsor improvements that will provide congestion relief for the eastbound afternoon condition. Some of these improvements include the 15/91 Express Lane Connector, SR-71/SR-91 Interchange, and Improvements East of I-15. The following is a summary of the deficiencies identified along the SR-91 corridor: Heavy traffic volumes to/from I-15 converge with the SR-91 and increase delay during the morning and evening peak hours. SR-71 traffic demand as well as physical and operational constraints for the EB SR-91 to NB SR-71 connector contribute to mainline and EB SR-91 corridor delays. Partial completion of the westbound 91 Corridor Operations Project improves the traffic operations in the westbound direction. However, traffic entering the WB SR-91 from the Green River Road and SR-71 on-ramps still contributes to mainline congestion during the morning peak period. High traffic volumes entering the freeway from Gypsum Canyon Road, Santa Ana Canyon Road, Green River Road, Weir Canyon Road, Imperial Highway and Lakeview Avenue contribute to congestion on the SR-91 mainline. One of the two lanes from the Eastern Transportation Corridor (State Route 241) connector is dropped at the merge to EB SR-91 causing additional congestion on the EB SR-91 general purpose lanes. At the NB SR-55 interchange with EB SR-91, a lane on SR-91 is dropped (as a dedicated exit) at Lakeview Avenue and a second lane is dropped (as a dedicated exit) at Imperial Highway creating a weave condition. WB SR-91 drops two GP lanes and a 91 Express Lane to SB SR-55, contributing to mainline congestion. This drop also occurs on the left- hand side of SR-91, creating a weaving condition. WB traffic entering SR-91 at Lakeview Avenue traveling to SB SR-55 contributes to mainline congestion by weaving across three lanes on SR-91. A lane drop on EB SR-91 at SB SR-241 creates a chokepoint. 14STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Logical Project Sequencing As noted, the SR-91 Corridor in Riverside County, in the EB direction, lacks the receiving capacity during the afternoon peak period which creates a bottleneck condition. Due to the high levels of congestion experienced on this segment of the corridor, there is sensitivity to any changes that may affect traffic operations. Without first addressing the congestion in Riverside County, any performance or capacity enhancing projects upstream would further exacerbate congested conditions causing additional delays and queueing. Therefore, projects that have the potential to impact demand and/or provide additional capacity in the EB direction should be considered in a logical sequence to ensure that there is sufficient receiving capacity in Riverside County. In October 2019, a consensus was reached between OCTA, RCTC, Caltrans, and the TCA that would set the stage for a series of projects to be implemented in sequential order to improve the SR-91 corridor. OCTA, RCTC, TCA, and Caltrans, Districts 8 and 12, as well as Caltrans Headquarters directors, worked through five major issues. This framework will enable the streamlining of the implementation of the SR-241/SR-91 Tolled Express Connector project while minimizing impacts to the 91 corridor. The subject matter of the multi-agency consensus is outlined to the right: 1.Setting priorities for SR-91 corridor projects to reduce construction-related impacts; 2.Allowing completion of the environmental approval process and updating related programming documents; 3.Clarifying lead agencies for final design, construction, and maintenance; 4.Identifying the principal funding agency for final design, construction, and maintenance; and 5.Designating lead agencies for retaining toll revenue and toll setting/operational control. Based on the above framework, the agencies reached consensus on a 91 Corridor program of projects and sequencing as outlined below: 15/91 Express Lanes Connector SR-91 Corridor Operations Project SR-71/SR-91 Interchange Improvements* SR-241/SR-91 Tolled Express Connector *Note: SR-241/SR-91 Tolled Express Connector is not dependent upon completion of SR-71/SR-91 Interchange Improvements 15STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Project Summary The projects in this Plan are presented in the following groups: Orange County Projects, Riverside County Projects and Bi-County Projects. The stage of development for each project, such as planning, final design, construction, or procurement and implementation, varies as noted in the project summaries. Table 1 summarizes the various planned projects, concept projects, and completed projects. For details on each project refer to Section 2 for planned projects and Appendix B for selected complete projects. The Orange County projects have a total cost of approximately $495 million. The projects include the SR-91 improvements between between SR-57 and SR-55, Placentia Metrolink rail station, and Metrolink Improvements. The Riverside County projects have a total cost of over $417 million. The improvements include: a 15/91 Express Lanes Connector, Eastbound 91 Express Lane Extension, SR-71/SR-91 Interchange Improvements, and SR-91 improvements east of I-15. The Bi-County projects benefit both Orange and Riverside Counties. The total cost for the Bi-County projects exceeds $380 million. The improvements include: the SR-241/SR-91 Tolled Express Connector, 91 Eastbound Corridor Operations Project (SR-241 to SR-71), and 91 Westbound Improvements (SR-241 to SR-71). Table 1 – SR-91 Implementation Plan Projects Project Cost ($M) Orange County Projects SR-91 Improvements between SR-57 and SR-55 460 Placentia Metrolink Rail Station 34.8 Metrolink Improvements TBD SUBTOTAL 495+ Riverside County Projects 15/91 Express Lanes Connector 270 91 Eastbound Express Lane Extension 10 SR-71/SR-91 Interchange Improvements 137 Improvements East of I-15 TBD SUBTOTAL 417+ Bi-County Projects SR-241/SR-91 Tolled Express Connector 380 91 Eastbound Corridor Operations Project (SR-241 to SR-71)TBD 91 Westbound Improvements (SR-241 to SR-71)TBD+ SUBTOTAL 380+ Concept Projects Elevated 4-Lane Facility (MIS Corridor A) from SR-241 to I-15 2,720 Westbound SR-91 to Southbound SR-55 Improvements 75 – 150 Eastbound SR-91 Fifth Lane Addition at SR-241 31 Fairmont Boulevard Improvements 76.8 SUBTOTAL 2,902.8-2,977.8 Completed Project Summary Since 2006 (Constructed Year)Cost ($M) Green River Road Overcrossing Replacement (March 2009)24.3 North Main Street Corona Metrolink Station Parking Structure (June 2009)25 Eastbound Lane Addition from SR-241 to SR-71 (September 2010)51.2 Widen SR-91 between SR-55 and SR-241 by Adding a 5th GP Lane in Each Direction (January 2013)85.2 SR-91 WB Lane at Tustin Avenue (April 2016)43.2 Metrolink Service Improvements (June 2016)249 Initial Phase CIP: Widen SR-91 by One GP Lane in Each Direction East of Green River Rd, CD Roads and I-15/SR- 91 Direct South Connector, Extension of Express Lanes to I-15 and System/Local Interchange Improvements (2017) 1,407 Express Bus Service (2019)6 La Sierra Metrolink Parking Improvements (2019)6.3 SR-91 Corridor Operations Project (2022)38 Anaheim Canyon Metrolink Station Improvements (2023)34.2 SUBTOTAL 1,969.4 16 Year 2045 STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Traffic Analysis For the 2023 Plan, the traffic analysis for major SR-91 projects used the TransModeler model calibrated and validated to reflect existing traffic patterns of 2022 as described in the prior section. This traffic simulation model provides a better depiction of actual travel delays experienced by motorists compared to traditional travel demand models. The model can be used to analyze freeway bottlenecks sometimes neglected in traditional travel demand models. This approach is especially important given high SR-91 traffic volumes and the potential for relatively few vehicles to significantly slow down traffic. For example, a minor freeway merging area can cause many vehicles to slow, cascading delay through the traffic stream, and rapidly decreasing both speed and volume for major segments of the freeway. The metrics reported in the Plan include travel time from the beginning to the end of the study corridor and vehicle hours of delay experienced on the study corridor, which both focus on operations for vehicles on SR-91. A third metric includes vehicles served by the system in the study corridor and takes into consideration vehicles on ramps and freeways that feed into or are fed by SR-91 in the study area. In addition to the existing year 2022 analysis, two future years of 2030 and 2045 were analyzed and include the SR-91 projects that are scheduled to be completed by the respective year. The operations analysis quantified travel time savings for WB morning and EB afternoon conditions for the following major improvements projects: SR-91 Improvements between SR-57 and SR-55 15/91 Express Lanes Connector SR-71/SR-91 Interchange Improvements SR-241/SR-91 Tolled Express Connector Year 2030 Projects completed in 2030 SR-91 Improvements East of I-15 SR-91 Eastbound Corridor Operations Project SR-91 Westbound Corridor Operations Project (remaining) Fairmont Boulevard Improvements 17STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Westbound Analysis The WB morning traffic analysis results indicate that for the year 2030 forecasts, peak hour travel times are anticipated to exacerbate in Riverside County (by about 6 minutes) and maintain to the same in Orange County. In addition to increasing travel time, overall vehicle hours of delay in the corridor will increase (by about 29 percent), while the entire system is able to serve more vehicles (by about 4 percent). Bottlenecks are anticipated at the Orange- Riverside County line and at the SR-241 interchange/Gypsum Canyon interchange area, which will create a long queue on WB SR-91 extending to the I-15/SR-91 interchange. The bottleneck at the SR-55 interchange will be relieved. For the year 2045 forecasts, travel times are anticipated to decrease (by about 21 minutes) in Riverside County, and increase (by about 16 minutes) in Orange County when compared to 2030. Overall vehicle hours of delay will decrease (by about 10 percent) in the corridor, and the number of vehicles the system is serving will also increase (by about 12 percent). There is a bottleneck at SR-71 due to a large increase of vehicles going to and from SR-71. Also, with more vehicles able to travel downstream, another bottleneck occurs at the Tustin Avenue and SR-55 area. Travel time in Orange County shows an increase in 2045 due to the growth in traffic, projects relieving congestion upstream allowing more vehicles to travel downstream, and no additional capacity enhancing projects in Orange County. OCTA and RCTC are exploring multi-modal opportunities on, or adjacent to, the SR-91 corridor that could provide additional congestion relief. Express Lanes in the westbound direction operate satisfactorily in 2030 and will experience a slowdown in 2045 in Riverside County where the 3-lane section merges back to two lanes. RCTC is planning to implement dynamic pricing for the SR-91 corridor in the near future, which will help to maintain satisfactory operation of the Express Lanes. 18STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Westbound Analysis Figures 1-1 and 1-2 below summarize the westbound corridor vehicle hours of delay and systemwide served vehicles, respectively. 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 Year 2022 Year 2030 Year 2045 Figure 1-1 – Westbound SR-91 from I-15 to SR-57 A.M. Peak Period Corridor Vehicle Hours of Delay 0 20,000 40,000 60,000 80,000 100,000 120,000 Year 2022 Year 2030 Year 2045 Figure 1-2 – Westbound SR-91 from I-15 to SR-57 A.M. Peak Period Systemwide Served Vehicles 19STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Eastbound Analysis The EB afternoon traffic analysis indicates that for the year 2030 forecasts, peak hour travel times are anticipated to decrease (by about 18 minutes) in Riverside County and increase (by about 24 minutes) in Orange County. With the increase of total travel time (by about 6 minutes) required to travel through the corridor, the vehicle hours of delay will also increase (by about 3 percent) and the number of vehicles served by the system will decrease (by about 3 percent). The major bottleneck still occurs at the county line. Improvement projects near SR-55 and I-15 should alleviate congestion in those areas. For the year 2045 forecasts, travel times are anticipated to increase (by about 8 minutes) in Riverside County and decrease in Orange County (by about 29 minutes) when compared to 2030. Overall vehicle hours of delay will decrease (by about 8 percent) and the number of vehicles the system is serving will be greater (by about 8 percent). The main bottleneck remains at the county line, however, with the inclusion of the EB Corridor Operations Project, the congestion at the county line will be reduced. More vehicles traveling downstream will increase congestion in Riverside County near the Main Street and I-15 area. Express Lanes in the eastbound direction operate satisfactorily in all the analysis years. 20STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Eastbound Analysis Figures 1-3 and 1-4 below summarize the eastbound corridor vehicle hours of delay and systemwide served vehicles, respectively. 0 2,000 4,000 6,000 8,000 10,000 12,000 Year 2022 Year 2030 Year 2045 Figure 1-3 – Eastbound SR-91 from SR-57 to I-15 P.M. Peak Period Corridor Vehicle Hours of Delay 0 20,000 40,000 60,000 80,000 100,000 120,000 140,000 Year 2022 Year 2030 Year 2045 Figure 1-4 – Eastbound SR-91 from SR-57 to I-15 P.M. Peak Period Systemwide Served Vehicles 21STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Section 1: 2023 Status Report and Update Concept Project Summary Many of the highway concept projects identified in this 2023 Plan are long lead time projects and/or projects without sufficient project development detail to be advanced into the Project Summary section. These potential concepts include significant environmental constraints and right of way requirements in addition to requiring a significant amount of planning, design, and future policy and public input. Many of these concept projects are multi-billion-dollar improvements that will remain a challenge to implement. Refer to Appendix A for details on each concept project. Since 2010, staff has evaluated the Irvine Corona Expressway (ICE) concept annually as part of the preparation of this Plan to determine if tunneling technology has changed and become less cost prohibitive. Several tunnel projects were investigated over the years to gain insights into how boring technology is evolving including the Las Vegas Convention Center and the Ontario International Airport loops. Taking into consideration the ICE concept’s proposed tunnel length and diameter, current economic conditions, coupled with high construction costs, the concept was consistently found to be challenging to construct. Under the direction of the SR-91 Advisory Committee in 2021, staff reviewed land uses adjacent to the ICE to determine compatibility with the concept. At the ICE eastern terminus near the Interstate 15/Cajalco Road junction, much has changed since the development of the concept. Significant residential and commercial development has occurred, occupying formerly open space which complicates the viability of the eastern end of conceptual alignment. In 2022, the SR- 91 Advisory Committee requested the removal of the ICE concept from the Plan due to incompatibility with current land uses. The Anaheim to Ontario International Airport Maglev High Speed Rail concept was also removed from the Plan this year. This concept has not seen progress since 2012 and no plans or updates are available. If this concept becomes active, it can be added back to the Plan through future annual updates. Section 2: Implementation Plan OVERVIEW The 2023 Plan describes projects, key considerations, benefits, current status, schedule, and costs (in 2023 dollars, or as noted) for major projects and concepts. The projects are grouped as follows: Orange County Projects, Riverside County Projects and Bi-County Projects. The intent of the Implementation Plan is to present a list of projects and studies along the SR-91 corridor and highlight coordination between OCTA, RCTC, and Caltrans to improve the corridor. As part of the project development process, detailed operational analysis will need to be conducted to evaluate operational issues associated with each project. The project development phases are discussed in the status updates and are defined as follows: 22STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Conceptual Engineering = Pre-Project Study Report (Pre-PSR) – Conceptual planning and engineering for project scoping and feasibility prior to initiating the PSR phase. Preliminary Engineering = Project Study Report (PSR) – Conceptual planning and engineering phase that allows for programming of funds. Environmental = Project Approval/Environmental Document (PA/ED) – The detailed concept design that provides environmental clearance for the project and programs for final design and right of way acquisition. The duration for this phase is typically 2 3 years. Design = Plans, Specifications, and Estimates (PS&E) – Provide detailed design to contractors for construction bidding and implementation. Construction = The project has completed construction and will provide congestion relief to motorists. Figure 2-1 – SR-91 Project Study Area from SR-57 to I-15 The Orange County set of projects includes three improvements at a total cost of approximately $495 million (in 2023 dollars, or as noted). The projects include: SR-91 improvements between SR-57 and SR-55, Placentia Metrolink rail station, and Metrolink Improvements. 23STATE ROUTE 91 IMPLEMENTATION PLAN 2023 State Route 91 Implementation Plan Orange County Projects Orange County Project Summary Cost ($M) SR-91 Improvements between SR-57 and SR-55 $460 Placentia Metrolink Rail Station $34.8 Metrolink Improvements TBD SUBTOTAL $494.8 STATE ROUTE 91 IMPLEMENTATION PLAN 2023 24 SR-91 Improvements between SR-57 and SR-55 Project Description The project proposes to add EB capacity between SR-55 and SR-57, improve the SR- 91/SR-57 and SR-91/SR-55 interchanges and local interchanges. In the SR-91/SR-57 interchange area, improvements identified in Project Approval/Environmental Document (PA/ED) phase include extending an additional lane on WB SR-91 from the NB SR-57 to WB SR-91 connector through State College Boulevard and terminating at the auxiliary lane to Raymond Avenue-East Street. At the SR- 91/SR-55 interchange area, a drop on-ramp from Lakeview Avenue would be constructed between realigned WB SR-91 lanes for direct access to SB SR-55, allowing for the exit to SB SR-55 to be moved further east, separating WB SR-91 and SB SR-55 traffic west of the Lakeview Avenue bridge. The 91 Express Lanes will not be impacted by the project. In order to accommodate the improvements, the Lakeview, Tustin, Kraemer/Glassell, and La Palma bridges are proposed to be replaced. The improvements have been developed in cooperation with local jurisdictions and affected communities. The proposed project improvements on WB and EB SR-91 may require partial right-of-way acquisition and Temporary Construction Easements (TCEs). In some areas, a non- standard geometric cross-section is proposed to reduce the right-of-way impacts. Key Considerations The proposed project improvements on WB and EB SR-91 between SR-57 and SR-55 include, among other features, adding one EB general purpose lane to achieve lane balancing and interchange improvements. Project improvements will reduce congestion and delay and reduce weaving. Benefits The project improvements were originally studied in the SR-91 Feasibility Study, which was completed in June 2009. The Project Study Report was completed in 2014 and the Project Approval/Environmental Document (PA/ED) was completed in 2020. This project was then split into three separate segments and the Plans Specifications and Estimate (PS&E) phase began in 2020 for all three segments. The proposed improvements are included in the Measure M program. Current Status Construction is anticipated to be completed in 2029 and the total project cost is estimated to be approximately $460,000,000. Schedule and Cost STATE ROUTE 91 IMPLEMENTATION PLAN 2023 25 Placentia Metrolink Rail Station Project Description The new Placentia Metrolink Station will serve the Metrolink 91/Perris Valley Line, providing commuter rail service between Perris and Los Angeles, via Riverside and Orange counties. The project includes construction of a parking structure, OCTA bus access, an area for passenger pick-up and drop-off, and two station platforms. The station will meet the current transit demand and foster train ridership growth in the region, contributing to congestion relief on SR-91. Benefits The City of Placentia is the lead on right-of-way and environmental clearance, and OCTA is the lead agency for design and construction of the project. Funding for the project is programmed to use 91 Toll Revenues, M2 (OC Go) and the City of Placentia funds for the construction phase. State Transportation Improvement Program (STIP), Public Transportation Modernization, Improvement, and Service Enhancement Account (PTMISEA), OC Go and City funds are programmed for the design and right-of-way costs. Project is currently on hold. Current Status Plans are 100 percent complete, however, the construction contract cannot be advertised until a Construction and Maintenance Agreement is in place with BNSF Railway, the right-of-way owner. The project will be advertised for bids once an agreement is in place. The total project cost is estimated to be $34.8 million. Schedule and Cost STATE ROUTE 91 IMPLEMENTATION PLAN 2023 26 Metrolink Service Improvements Project Description There are 16 daily trains that run on the Inland Empire-Orange County (IEOC) Line and nine trains running on the 91/Perris Valley (91/PV) line for a total of 25 daily trains. The Perris Valley portion of the 91/PV Line extends Metrolink service southeast by 25 miles, from Riverside to Perris via Moreno Valley. Metrolink is conducting a service growth development plan that would look at optimizing service throughout the region. Construction of the new Placentia Metrolink station will improve passenger access along the 91/PV Line by creating a station between Fullerton and Corona. Key Considerations Enables development of Metrolink service, improved efficiency, and fosters train ridership growth in the region, contributing to congestion relief on the SR-91. Benefits Metrolink’s service growth development plan will address the way service is provided and will optimize service in a pre-pandemic environment. Current Status The Riverside County set of projects includes four improvements: a 15/91 Express Lanes Connector, Eastbound 91 Express Lane Extension, the SR-71/SR-91 Interchange Improvements, and SR-91 Improvements east of I-15. Projects for implementation in Riverside County are anticipated to cost in excess of $417 million (in 2023 dollars, or as noted). 27STATE ROUTE 91 IMPLEMENTATION PLAN 2023 State Route 91 Implementation Plan Riverside County Projects Riverside County Project Summary Cost ($M) 15/91 Express Lanes Connector $270 Eastbound 91 Express Lane Extension $10 SR-71/SR-91 Interchange Improvements $137 SR-91 Improvements East of I-15 TBD SUBTOTAL $417+ STATE ROUTE 91 IMPLEMENTATION PLAN 2023 28 15/91 Express Lanes Connector Project Description The Project Approval and Environmental Document (PA/ED) for the SR-91 Corridor Improvement Project (CIP), from SR-241 to Pierce Street, included the addition of a 5th lane in each direction, the addition of auxiliary lanes at various locations, the addition of collector-distributor lanes at the I-15/SR-91 interchange, the extension of the 91 Express Lanes from the Orange County line to I-15, the construction of a SR-91 Express Lanes median direct connector to and from I-15 South, a SR-91 Express Lanes median direct connector to and from I-15 North (15/91 Express Lanes Connector, the subject project), and the construction of one Express Lane in each direction from the I-15/SR-91 interchange southerly to I-15/Cajalco Road (completed as part of RCTC I-15 Express Lanes Project), and easterly to east of McKinley Street. Due to funding constraints, a Project Phasing Plan was developed to allow an Initial Phase, with reduced improvements, to move forward as scheduled, with the remaining ultimate improvements to be completed later. Subsequently, the proposed 15/91 Express Lanes Connector improvements (the subject of this project) have been pulled out from the CIP as a standalone project. Coordination among many of the SR-91 freeway projects that overlap the project limits is critical to successfully delivering these projects on schedule and within budget. Designing to accommodate future projects is a recurring theme for each of these projects. Minimizing conflicts in scope between projects requires direct coordination between each project team. Additionally, future projects frequently have multiple alternatives under study, each with differing scope and construction footprints. Specifically, the project improvements need to continue to be coordinated with the SR-71/SR-91 interchange, the SR-241/SR-91 Tolled Express Connector, and the Eastbound 91 Express Lane Extension. Key Considerations The 15/91 Express Lanes Connector project will reduce congestion and operational delays by providing direct median-to-median access between the SR-91 Express Lanes and I-15 Express Lanes. Traffic operations will improve by eliminating weaving conflicts and out-of-direction travel along SR-91 and I-15 by the use of the direct connectors. The project will provide motorists a choice to use the 15/91 Express Lanes Connector for a fee in exchange for time savings. Benefits The 15/91 Express Lanes Connector is currently discussed in the environmental document for the SR-91 CIP that was completed in 2012. An environmental revalidation was completed in 2019. A Design- Build contract was awarded in Spring 2020 and the project is currently under construction. Current Status Construction is planned to be completed in late 2023. The total project cost is estimated to be $270,000,000. Schedule and Cost STATE ROUTE 91 IMPLEMENTATION PLAN 2023 29 Eastbound 91 Express Lane Extension Project Description The Eastbound 91 Express Lane Extension is a new project that was initiated in 2022. The scope of the project is to extend a second eastbound toll express lane from the exit to the express lane connectors (just east of the Main Street Undercrossing) to the beginning of the SR-91 HOV lane just east of Promenade Avenue Overcrossing. Coordination among many of the SR-91 freeway projects that overlap the project limits is critical to successfully delivering these projects on schedule and within budget. Designing to accommodate future projects is a recurring theme for each of these projects. Minimizing conflicts in scope between projects requires direct coordination between each project team. Additionally, future projects frequently have multiple alternatives under study, each with differing scope and construction footprints. Specifically, the project improvements need to continue to be coordinated with the SR-71/SR-91 interchange, the SR-241/SR-91 Tolled Express Connector, and the 15/91 Express Lanes Connector. Key Considerations The Eastbound 91 Express Lane Extension will reduce congestion and improve operations in the express lanes and general-purpose lanes by providing a gap closure lane between the existing express lanes and HOV lane reducing merging and weaving on eastbound 91 within the existing bottleneck of the I-15 interchange area. Benefits The Project Approval and Environmental Document (PA/ED) phase is currently underway. Current Status Construction is planned to be completed in late 2023 . The total project cost is estimated to be $10,000,000. Schedule and Cost STATE ROUTE 91 IMPLEMENTATION PLAN 2023 30 SR-71/SR-91 Interchange Improvements Project Description The current project includes a new two-lane direct connector from eastbound (EB) SR-91 to northbound (NB) SR-71 and realignment of the existing Green River Road SR-91 EB on-ramp to provide connection to NB SR-71 and EB SR-91. Project improvements must be coordinated with the following projects: the SR- 91 Sixth GP Lane Addition and the SR-241/SR-91 Tolled Express Connector. Close coordination with the U.S. Army Corps of Engineers, U.S. Fish and Wildlife Service, and California Department of Fish and Wildlife will also be required as the connector crosses the Santa Ana River west of the Prado Dam. Key Considerations The project will provide a new direct connector improvement from EB SR-91 to NB SR-71, replacing the geometric choke point created by the existing loop connector. The project will also improve traffic operations and operational efficiency by eliminating or minimizing weaving conflicts through the use of auxiliary lanes. Benefits The environmental phase was completed in 2011 and final design in 2015. An environmental revalidation and update to the final design was completed in 2022. The project started construction in January 2023. Current Status Construction is planned for completion in 2025. Construction cost is estimated to be $137,000,000. Schedule and Cost STATE ROUTE 91 IMPLEMENTATION PLAN 2023 31 SR-91 Improvements East of I-15 Project Description The Project Approval and Environmental Document (PA/ED) for the SR-91 Corridor Improvement Project (CIP), from SR-241 to Pierce Street, included the addition of a 5th lane in each direction, the addition of auxiliary lanes at various locations, the addition of collector- distributor lanes at the I-15/SR-91 interchange, the extension of the 91 Express Lanes from the Orange County line to I-15, the construction of a SR-91 Express Lanes median direct connector to and from I-15 South, a SR-91 Express Lanes median direct connector to and from I-15 North, and the construction of one Express Lane in each direction from the I-15/SR-91 interchange southerly to I-15/Cajalco Road (completed as part of RCTC I-15 Express Lanes Project), and easterly to east of McKinley Street. Due to funding constraints, a Project Phasing Plan was developed to allow an Initial Phase, with reduced improvements, to move forward as scheduled, with the remaining ultimate improvements to be completed later. The SR-91 improvements east of I-15, which includes extending an Express Lane east of McKinley Street and adding a general- purpose lane to Pierce Street in each direction (the subject project), is a component of the SR-91 CIP that was not constructed with the Initial Phase. Coordination among many of the SR-91 freeway projects that overlap the project limits is critical to successfully delivering these projects on schedule and within budget. Designing to accommodate future projects is a recurring theme for each of these projects. Minimizing conflicts in scope between projects requires direct coordination between each project team. Additionally, future projects frequently have multiple alternatives under study, each with differing scope and construction footprints. Specifically, the project improvements need to continue to be coordinated with the SR- 71/SR-91 interchange, the SR-241/SR-91 Tolled Express Connector, the 15/91 Express Lanes Connector, and the Eastbound 91 Express Lane Extension. Key Considerations The SR-91 Improvements east of I-15 will reduce congestion and delays by providing additional SR-91 capacity from I-15 to Pierce Street. Benefits Preliminary engineering is complete but may need to be revisited at a future date. The SR-91 Improvements east of I-15 is currently discussed in the SR-91 CIP environmental document for the SR-91 that was completed in 2012. Current Status Anticipated project completion and cost are to be determined. Schedule and Cost There are three Bi-County improvement projects that will benefit both Orange and Riverside Counties. These projects include: the SR-241/SR-91 Tolled Express Connector, Eastbound Corridor Operations Project (SR-241 to SR-71), and 91 Westbound Improvements (SR- 241 to SR-71). The total cost for the projects is expected to be more than $380 million (in 2023 dollars, or as noted). 32STATE ROUTE 91 IMPLEMENTATION PLAN 2023 State Route 91 Implementation Plan Bi-County Projects Bi-County Project Summary Cost ($M) SR-241/SR-91 Tolled Express Connector $380 Eastbound Corridor Operations Project (SR-241 to SR-71)TBD 91 Westbound Improvements (SR-241 to SR-71)TBD SUBTOTAL $380+ STATE ROUTE 91 IMPLEMENTATION PLAN 2023 33 SR-241/SR-91 Tolled Express Connector Project Description The SR-241/SR-91 Tolled Express Connector will consist of a direct connector between the 241 Toll Road and 91 Express Lanes, carrying northbound 241 Toll Road traffic to the eastbound 91 Express Lanes and westbound 91 Express Lanes traffic to the southbound 241 Toll Road. The purpose of the project is to implement the build out of the Eastern Transportation Corridor as approved in 1994 in order to improve traffic operations on the northbound 241 Toll Road and the SR-91 general- purpose lanes while also maintaining reliable travel times and free flow speeds during peak periods on the 91 Express Lanes which were all key considerations in Caltrans’ approval of the project. The project will require widening of SR-91 to accommodate the direct connector and associated Express Auxiliary Lanes in the median. The project’s planned construction is aligned with the implementation of other planned improvements in the area including the 15/91 Express Lanes Connector and SR- 71/SR-91 Interchange Improvements. Coordination will be conducted with local agencies to ensure the project avoids impacts to planned bicycle and trail connections on Gypsum Canyon Road per the City of Anaheim General Plan and OCTA Commuter Bikeways Strategic Plan. Key Considerations The project will provide connectivity between the 91 Express Lanes and the 241 Toll Road, which will enhance operations along the SR-91 general purpose lanes while also improving traffic operations on the northbound 241 Toll Road. Benefits Preliminary engineering concepts for a SR- 241/SR-91 Tolled Express Connector have been developed by the Foothill/Eastern Transportation Corridor Agency (F/ETCA) and Caltrans, which were utilized for the environmental analysis. The 91 Express Lanes Extension and SR-241 Connector Feasibility Study was completed in March 2009 and was initiated to evaluate various alternatives. A Project Study Report was initiated in January 2011 and was completed in January 2012. The Draft Environmental Document was circulated for public review from November 7, 2016, through January 9, 2017. Caltrans’s approval of the project with the Record of Decision was completed in March 2020. Final design is in progress. Current Status Final Design is expected to be completed in 2023. Construction is anticipated to last approximately 36 months beginning in 2024 with project opening in 2027. These milestones are contingent upon approval of interagency agreements and polices between the TCAs, Caltrans, RCTC and OCTA on such matters as a Master Four Party Agreement, Operational Agreement, HOV policy, completion of a traffic and revenue study, and the TCAs receiving approval from the California Transportation Commission.The total cost of the project will be approximately $380,000,000. Schedule and Cost STATE ROUTE 91 IMPLEMENTATION PLAN 2023 34 SR-91 Eastbound Corridor Operations Project (SR-241 to SR-71) Project Description The Project Approval and Environmental Document (PA/ED) for the SR-91 Corridor Improvement Project (CIP), from SR-241 to Pierce Street, included the addition of a 5th lane in each direction, the addition of auxiliary lanes at various locations, the addition of collector-distributor lanes at the I-15/SR-91 interchange, the extension of the 91 Express Lanes from the Orange County line to I-15, the construction of a SR-91 Express Lanes median direct connector to and from I-15 South, a SR-91 Express Lanes median direct connector to and from I-15 North, and the construction of one Express Lane in each direction from the I-15/SR-91 interchange southerly to I-15/Cajalco Road (completed as part of RCTC I-15 Express Lanes Project), and easterly to east of McKinley Street. Due to funding constraints, a Project Phasing Plan was developed to allow an Initial Phase, with reduced improvements, to move forward as scheduled, with the remaining ultimate improvements to be completed later. The SR-91 Eastbound Corridor Operations Project between SR-241 and SR-71 (the subject of this project) is a component of the SR-91 CIP that was not constructed with the Initial Phase. Coordination among many of the SR-91 freeway projects that overlap the project limits is critical to successfully delivering these projects on schedule and within budget. Designing to accommodate future projects is a recurring theme for each of these projects. Minimizing conflicts in scope between projects requires direct coordination between each project team. Additionally, future projects frequently have multiple alternatives under study, each with differing scope and construction footprints. Specifically, the project improvements need to continue to be coordinated with the SR-71/SR-91 interchange and the SR-241/SR-91 Tolled Express Connector. Key Considerations The 91 Eastbound Corridor Operations Project will reduce congestion and delays by providing additional SR-91 capacity from SR-241 to SR-71. Benefits The 91 Eastbound Corridor Operations Project is discussed in the SR-91 CIP environmental document that was completed in 2012. An alternatives analysis to evaluate potential improvement options in the eastbound direction was initiated in 2020 and completed in 2022. Efforts to determine final scope and prepare an environmental revalidation are scheduled to begin in 2023. Current Status Anticipated project completion and cost are to be determined. Schedule and Cost STATE ROUTE 91 IMPLEMENTATION PLAN 2023 35 SR-91 Westbound Improvements (SR-241 to SR-71) Project Description The Project Approval and Environmental Document (PA/ED) for the SR-91 Corridor Improvement Project (CIP), from SR-241 to Pierce Street, included the addition of a 5th lane in each direction, the addition of auxiliary lanes at various locations, the addition of collector-distributor lanes at the I-15/SR-91 interchange, the extension of the 91 Express Lanes from the Orange County line to I-15, the construction of a SR-91 Express Lanes median direct connector to and from I-15 South, a SR-91 Express Lanes median direct connector to and from I-15 North, and the construction of one Express Lane in each direction from the I-15/SR-91 interchange southerly to I-15/Cajalco Road (completed as part of RCTC I-15 Express Lanes Project), and easterly to east of McKinley Street. Due to funding constraints, a Project Phasing Plan was developed to allow an Initial Phase, with reduced improvements, to move forward as scheduled, with the remaining ultimate improvements to be completed later. The 91 Westbound Improvements between SR-241 and SR-71 (the subject of this project) are a component of the SR-91 CIP that was not constructed with the Initial Phase. Coordination among many of the SR-91 freeway projects that overlap the project limits is critical to successfully delivering these projects on schedule and within budget. Designing to accommodate future projects is a recurring theme for each of these projects. Minimizing conflicts in scope between projects requires direct coordination between each project team. Additionally, future projects frequently have multiple alternatives under study, each with differing scope and construction footprints. Specifically, the project improvements need to continue to be coordinated with the SR-71/SR-91 interchange and the SR- 241/SR-91 Tolled Express Connector. Key Considerations The 91 Westbound Improvements will reduce congestion and delays by providing additional SR-91 capacity from SR-241 to SR-71. Benefits Preliminary engineering is complete but may need to be revisited at a future date. The 91 Westbound Improvements are discussed in the SR-91 CIP environmental document that was completed in 2012. Current Status Anticipated project completion and cost are to be determined. Schedule and Cost Concepts for potential Post-2035 implementation (potentially earlier if funding becomes available) focus on longer-lead time projects. This multi-billion dollar program may include: an elevated 4-lane facility (MIS Corridor A) from SR-241 to I-15; Westbound SR-91 to Southbound SR-55 Connector Improvements, Eastbound SR-91 Fifth Lane Addition at SR-241 and Fairmont Boulevard Improvements. These potential concepts include significant environmental constraints and right of way requirements in addition to requiring a significant amount of planning, design, and future policy and public input. 36STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Appendix A - Post-2035 and Conceptual Projects Concept Summary Cost ($M) Elevated 4-Lane Facility (MIS Corridor A) from SR-241 to I-15 $2,720 Westbound SR-91 to Southbound SR-55 Connector Improvements $75-$150 Eastbound SR-91 Fifth Lane Addition at SR-241 $31 Fairmont Boulevard Improvements $76.8 SUBTOTAL $14,527.8 - $15,032.8 Post-2035 and Conceptual Projects STATE ROUTE 91 IMPLEMENTATION PLAN 2023 37 Elevated 4-Lane Facility from SR-241 to I-15 (MIS Corridor A) Concept Description The improvements primarily consist of constructing a new 4-lane elevated expressway near or within the Santa Ana Canyon with freeway-to-freeway connectors at SR-241 and I-15. The facility may include managed lanes and potential reversible operations. Choice of alignment will be key to determining net capacity increase. Extensive right-of-way (R/W) will be required to implement the improvements if the alignment is not in the SR-91 corridor. When median connector projects or HOV/HOT projects are constructed and this 4-lane elevated facility is proposed within the median of SR- 91 through Corona, then extensive managed lane closures would be required during construction (thus temporarily reducing SR-91 capacity during construction). An alternative could be studied for the median Corridor A viaduct along with reduced SR-91 geometric standards to minimize R/W impacts. Key Considerations The concept would provide significant congestion relief by allowing vehicles to bypass the at-grade freeway lanes and local arterial interchanges between SR-241 and I-15. Connections are proposed directly between SR-91, SR-241, and I-15. Benefits Anticipated project completion is post-2035 and construction cost is estimated to be $2,720,000,000 (2005 dollars). Current Status This concept is identified in the Riverside County - Orange County Major Investment Study (MIS) as part of the Locally Preferred Strategy to improve mobility between Riverside County and Orange County. No project development work is planned at this time. Schedule and Cost Also, direct connectors (such as for High Occupancy Vehicle (HOV) / High Occupancy Toll (HOT) at I-15/SR-91) to/from the median could be precluded by Maglev columns located within the same median area. Caltrans and Maglev highway R/W, maintenance, safety, and operations considerations would need to be analyzed if shared use with a Maglev facility were pursued. Additional mitigation costs may be required for improvements to SR-241 and SR-133 as a result of additional Corridor traffic volumes. Corridor A as managed lanes, with the extension of 91 Express Lanes to I-15, this project concept may affect traffic distribution due to “parallel” tolled facilities. STATE ROUTE 91 IMPLEMENTATION PLAN 2023 38 Westbound SR-91 to Southbound SR-55 Connector Improvements Concept Description The project consists of operational improvements by modifying the connector to SB SR-55 from WB SR-91. The improvements would extend to Lakeview Avenue to the east and would include a new connector from WB SR-91 to SB SR-55 as a potential right-hand exit. Right-of-way impacts, detailed SR- 55/SR-91 interchange improvements, and downstream impacts to SR-55 require further evaluation in a subsequent phase of project development. Conceptual design of SR-55/SR-91 would be coordinated with completed improvements at SR-91 and Tustin Avenue, and with the SR-91 Environmental Study Improvements from SR-57 to SR-55. Operational enhancements between SR- 55 and Lakeview Avenue will provide some benefit for SR-55/SR-91 by addressing WB SR-91 weaving issues. In addition, the proposed WB drop-ramp from Lakeview Avenue has been designed to accommodate three WB through lanes on either side in order to reduce throwaway costs in the future should the SR-91 be shifted to accommodate a right-hand exit for SB SR-55. Key Considerations Interchange improvements are anticipated to provide congestion relief for WB SR-91 traffic and potentially improve the connection from WB SR-91 to SB SR-55. Benefits Anticipated project completion is post-2035 and construction cost is estimated to be from $75,000,000 to $150,000,000 (2014 dollars). Current Status SR-55/SR-91 project information was derived from the Final Alternatives Evaluation and Refinement Report, December 2005, by the Riverside County - Orange County Major Investment Study (MIS). Focused SR-91/SR-55 conceptual engineering needs to be scheduled. However, initial conceptual engineering was also studied as part of the SR-91 Feasibility Study Between State Route 57 and State Route 55 Interchange Areas in June 2009, and as part of the SR-91 Environmental Study Improvements from SR-57 to SR-55. Schedule and Cost STATE ROUTE 91 IMPLEMENTATION PLAN 2023 39 Eastbound Fifth Lane Addition at SR-241 Concept Description The location of the proposed EB SR-91 fifth general purpose (GP) lane addition (The Segment) is on EB SR-91 from Weir Canyon Road to the NB SR-241 Connector. The Segment consists of four GP lanes and two managed lanes (91 Express Lanes). Upstream (westerly) from The Segment the EB SR-91 has 5 GP lanes and the 5th lane drops to the SB SR-241 Connector as some traffic volume exits to the SB SR-241. Downstream from The Segment the EB SR- 91 gains the 5th lane back as the NB SR- 241 Connector merges with SR-91 in a dedicated lane addition. This 5th lane continues beyond the Riverside County line providing enhanced mobility. This segment with four GP lanes might be creating a traffic choke point due to the decrease of capacity, potentially contributing to significant traffic delays passing through this segment along with other traffic issues such as queue jumping, weaving, merging and operational speed differential. However, additional traffic from NB SR-241 to EB SR- 91 and Gypsum Canyon Rd on-ramp suggest balancing the number of lanes should be carefully examined. As such, additional capacity will enhance EB freeway operations along this Segment. Key Considerations Extends the existing 5th EB GP lane easterly and ties it to the existing 5th lane downstream. This could provide capacity enhancement and may result in removing an existing choke point. Significant delay savings is anticipated. Potentially eliminate queue jumping in this area from EB SR-91 as well as Weir Canyon Rd. Potentially reduce speed differential between through lanes, thus creating a more balanced flow. Potentially provide balanced lane utilization at high traffic demand area. Benefits Total project cost, based on Caltrans’ estimate, is $31.25 million Project schedule has not been determined. Current Status Additional traffic analysis and study is required to confirm the benefits to EB SR-91 by the proposed improvements. This location was identified by Caltrans as a high congestion location in the County. The concept is intended to improve the choke point that exists due to the presence of a 4-lane segment between 5- lane freeway segments. Schedule and Cost STATE ROUTE 91 IMPLEMENTATION PLAN 2023 40 Fairmont Boulevard Improvements Concept Description The project would provide a new interchange with SR-91 at Fairmont Boulevard. On and off ramps will connect Fairmont Boulevard from the north to eastbound (EB) and westbound (WB) SR-91. The proposed interchange does not include a vehicular Fairmont Boulevard connection to Santa Ana Canyon Road to the south. A pedestrian/bicycle connection is also proposed between La Palma Avenue and Santa Ana Canyon Road. This bridge and pathway will allow for direct Santa Ana River Trail access from both Anaheim south of SR-91 and from Yorba Linda. Interchange spacing and weaving issues (to SR-55) need to be evaluated. Widening of SR-91 may be needed to accommodate interchange ramps. Proximity of the Santa Ana River may require that the WB ramp junction be located north of the river. New connection requirements and interchange spacing needs to be considered. Ramp and bridge placement needs to take pedestrian/bicycle bridge into account or incorporate the pedestrian/bike path into the design beyond the vehicular access limits of the project. Key Considerations The interchange is expected to relieve congestion at Imperial Highway (SR-90), Lakeview Avenue, and Weir Canyon Road Interchanges. Preliminary traffic modeling shows a 10-15% decrease in volumes at Weir Canyon and SR-90 interchanges with the interchange alternative. Benefits Anticipated project completion is post 2035 and construction cost is estimated to be $76,800,000 (costs from 2009 Feasibility Study). R/W cost is undetermined. Cost excludes any potential impact to Santa Ana River. Current Status The City of Anaheim completed a conceptual engineering study in December 2009 for the interchange. Multiple alternatives have been developed as part of the conceptual engineering study. Bicycle/pedestrian bridge is currently in initial planning stages. Project development is pending funding identification. On July 24, 2017, OCTA staff along with a senior staff member of WSP presented the findings of a 91 Express Lanes intermediate access study. The study provided various alternatives, traffic modeling, and financial impacts of the additional access. At the conclusion of the discussion, the OCTA Board of Directors did not authorize additional analysis for the intermediate access. Schedule and Cost The following exhibits represent completed projects from previous Plans since 2006 and are intended to be used as a reference to illustrate the progress made since the inception of the Plan. Note: some projects listed in the Plan as completed (see Section 1, Project Accomplishments) are not included herein since there was no exhibit created or necessary for use with prior Plans (such as for restriping projects, various safety enhancements, minor operational improvements, etc.). 41STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Appendix B - Completed Project Exhibits Project Improvements Constructed Green River Road Overcrossing Replacement March 2009 North Main Street Corona Metrolink Station Parking Structure June 2009 Eastbound Lane Addition from SR-241 to SR-71 September 2010 Widen SR-91 between SR-55 and SR-241 by Adding a 5th GP Lane in Each Direction December 2012 SR-91 WB Lane at Tustin Avenue April 2016 Metrolink Service Improvements June 2016 Initial Phase CIP: Widen SR-91 by One GP Lane in Each Direction East of Green River Rd, CD Roads and I-15/SR-91 Direct South Connector, Extension of Express Lanes to I-15 and System/Local Interchange Improvements July 2017 Express Bus Service 2019 La Sierra Metrolink Parking Improvements February 2019 SR-91 Corridor Operations Project February 2022 Anaheim Canyon Metrolink Station Improvements January 2023 Post-2035 and Completed Projects STATE ROUTE 91 IMPLEMENTATION PLAN 2023 42 Green River Road Overcrossing Replacement Project Description Improvements primarily consist of replacing the existing Green River Road overcrossing with a new six-lane wide, 4 span overcrossing to accommodate future widening of SR-91. The interior spans will accommodate up to eight mainline lanes in each direction including two HOV lanes. The exterior spans can accommodate two lanes, either for Auxiliary lanes or collector distributor roads. Entrance and exit ramps will be realigned and widened to accommodate the new bridge, yet the interchange will retain its current configuration. New Signals will be installed at the ramp intersections. Ramp and bridge improvements will be constructed within the existing right of way. The project began construction in March 2007 and was completed in March 2009. Current Status The project will improve the level of service at ramp and local street intersections at the interchange. Improvements will reduce ramp queues that extend into the freeway’s general-purpose lanes, thus contributing to congestion relief on SR-91. Benefits Design interface is required with the Eastbound Lane Addition from SR-241 to SR-71. SR-71/SR-91 Interchange Improvements, SR-91 Corridor Improvement Project, and SR-241/SR-91 HOV/HOT Connector. Key Considerations Project Costs $ Capital Cost $21,000,000 Support Cost $3,000,000 Right of Way Cost $301,000 Total Project Cost $24,301,000 Project Schedule Status Preliminary Engineering Completed Environmental Completed Design Completed Construction Completed STATE ROUTE 91 IMPLEMENTATION PLAN 2023 43 Eastbound Lane Addition from SR-241 to SR-71 Project Description The project will provide an additional eastbound (EB) lane from the SR-91/SR-241 interchange to the SR-71/SR-91 interchange and will widen all EB lanes and shoulders to standard widths. Funding is from the American Recovery and Reinvestment Act (ARRA) with $71.44M approved, and the balance of project costs are from other sources. Construction began in late 2009 and was completed in September 2010. Current Status The lane addition would help alleviate the weaving condition betweenSR-241 and SR-71, as well as remove vehicles from the SR-91 mainline that would be exiting at Green River Road and SR-71. Benefits Coordination with the SR-91 Corridor Improvement Projects will be required. Staged construction would be required for all ramp reconstruction and freeway widening. Freeway operations would most likely be affected by this project, however, freeway lane closures are not anticipated. An EB concrete shoulder will be constructed with a 12-foot width to provide for future widening. Key Considerations Project Costs $ Capital Cost $41,000,000 Support Cost $8,000,000 Right of Way Cost $2,200,000 Total Project Cost $51,200,000 Project Schedule Status Preliminary Engineering Completed Environmental Completed Design Completed Construction Completed STATE ROUTE 91 IMPLEMENTATION PLAN 2023 44 North Main Street Corona Metrolink Station Parking Structure Project Description The project provides a six level parking structure with 1,065 parking stalls. The construction is within the existing North Main Street Metrolink station property in Corona. Construction was initiated in January 2008 and was completed in June 2009. The Project was funded with Federal Congestion Management and Air Quality (CMAQ) funds. Current Status Demand for parking currently exceeds the capacity at the North Main Street Corona station. New parking capacity will allow Metrolink ridership to increase thereby diverting vehicle trips from SR-91. Benefits Proposed improvements were constructed within existing right of way. Currently there are 700 users of the facility, 200 more that were previously able to accommodate. Additionally RCTC has opened up the lot to park and ride carpools and vanpools and has issued over 120 permits for carpoolers to use the expanded station. This shows an added benefit of supporting carpooling as well as transit to offset congestion on SR-91. Key Considerations Project Costs $ Capital Cost $20,000,000 Support Cost $5,000,000 Right of Way Cost $0 Total Project Cost $25,000,000 Project Schedule Status Preliminary Engineering Completed Environmental Completed Design Completed Construction Completed STATE ROUTE 91 IMPLEMENTATION PLAN 2023 45 SR-91 WB Lane at Tustin Avenue Project Description The project will add a westbound (WB) auxiliary lane on SR-91 beginning at the northbound (NB) SR-55 to WB SR-91 connector through the Tustin Avenue interchange. This project includes approximately 1.1 lane miles. Preliminary engineering was completed and approved by Caltrans. The environmental phases was completed in November 2010, and design was completed mid-2013. Construction was initiated in February 2014. The project received $14M from the proposition 1B State-Local Partnership Program (SLPP), $14M from Measure M, with the balance from Regional Improvement Program (RIP) funds. Contract acceptance and open to traffic in May 2016. Current Status The project would reduce or eliminate operational problems and deficiencies on this section of WB SR-91 including weaving and merging maneuvers. This project would also address choke-point conditions, which are caused primarily by extensive weaving between the NB SR-55 to WB SR-91 connector and the WB SR-91 off-ramp to Tustin Avenue. Benefits Build alternative 3 was selected from the Project Study Report (PSR). On Westbound (WB) SR-91 Auxiliary Lane from the Northbound (NB) SR-55/WB SR-91 Connector to the Tustin Avenue Interchange and requires additional right-of-way. City of Anaheim utilities are within proximity of the proposed widening section. Widening of the Santa Ana River Bridge is required. Coordination with the City of Anaheim occurred for widening of Tustin Avenue and the WB SR-91 Off-Ramp that was completed early 2011. Key Considerations Project Costs $ Capital Cost $22,218,000 Support Cost $16,382,000 Right of Way Cost $4,682,000 Total Project Cost $43,282,000 Project Schedule Status Preliminary Engineering Completed Environmental Completed Design Completed Construction Completed STATE ROUTE 91 IMPLEMENTATION PLAN 2023 46 Metrolink Service Improvements Project Description There are sixteen daily trains that run on the IEOC Line and nine trains running on the Los Angeles to Riverside portion of 91/Perris Valley (91/PV) Line for a total of 25 daily trains. The Long-term service improvements will include 24 IEOC trains by 2030. The Perris Valley portion of the 91 Line extends Metrolink service southeast by 25 miles, from Riverside to Perris. The project is located within the right of way of the existing San Jacinto Branch Line through Riverside, Moreno Valley and Perris. Construction began in October 2013. Cost approximately $248 million, and the extension opened to the public in June 2016. The inaugural schedule (December 2015) includes nine trains through to Los Angeles and 12 between Perris and Riverside. Two additional IEOC Line roundtrips were added in late 2015, and in Mid-2016, nine trains began service on the Perris Valley Extension to the 91/PV Line. Current Status Enables development of expanded Metrolink service, improved efficiency, and fosters train ridership growth in the region, which will contribute to congestion relief on SR-91. Benefits Construction of the new Placentia Metrolink station will improve passenger access to the 91/PV Line, by creating a station between Fullerton and Corona. Improvements at the Anaheim Canyon station are designed to account for the future expansion of the IEOC rail service. Key Considerations Project Costs Estimates $ IEOC Service Cost $1,160,000 Perris Valley Line Cost $248,000,000 Right of Way Cost $249,160,000 Project Schedule Completed 2016 Costs from OCTA and RCTC (in 2015 dollars) STATE ROUTE 91 IMPLEMENTATION PLAN 2023 47 Initial Phase CIP: Widen SR-91 by one GP Lane In Each Direction East of Green River Road, CD Roads and I-15/SR-91 Direct South Connector, Extension of Express Lanes to I-15 and System / Local Interchange Improvements Project Description The approved Project Study Report (PSR) for the SR-91 Corridor Improvements Project (CIP), from SR-241 to Pierce Street, includes the addition of a 5th general purpose lane in each direction, the addition of auxiliary lanes at various locations, additional lanes at the SR-71/SR-91 interchange (Project #5), and collector-distributor (CD) lanes at the I-15/SR-91 interchange. Subsequently, the Riverside County Transportation Commission’s (RCTC) 10 year Delivery Plan recommended the following addition to the PSR recommended improvements: the extension of the 91 Express Lanes from the Orange County line to I-15, the construction of SR-91 (EB/WB)/I- 15 (SB/NB) Express Lanes median direct connectors, and the construction of one Express Lane in each direction from the I-15/SR-91 interchange southerly to I-15/Cajalco Road, and northerly to I-15/ Hidden Valley Parkway. An Express Lane ingress/egress lane is also planned near the county Line. Due to economic conditions, a Project Phasing Plan was developed to allow an Initial Phase with reduced improvements to move forward as scheduled, with the remaining ultimate improvements to be completed later. The following is a summary of the deferred ultimate improvements: I-15/SR-91 median North Direct Connector, and I-15 Express Lanes to Hidden Valley Parkway (Project #9): general purpose lanes to Express Lanes from I-15 to Pierce Street; and general purpose lanes from SR-241 to SR-71. The I-15 Express Lanes to be extended from Ontario Avenue to Cajalco Road are included in RCTC’s I-15 Express Lane Project with an anticipated completion in 2020. Coordination among many of the SR-91 freeway projects that overlap the project limits is critical to successfully delivering these projects on schedule and within budget. Designing to accommodate future projects is a recurring theme for each of these projects. Minimizing conflicts in scope between projects requires direct coordination between each project team. Additionally, future projects frequently have multiple alternatives under study, each with a differing scope and construction footprints. Specifically, the project improvements need to continue to be coordinated with the SR-71/SR-91 Interchange, the SR-241/91 Express Connector, and RCTC’s I-15 Express Lane Project. Key Considerations STATE ROUTE 91 IMPLEMENTATION PLAN 2023 48 Initial Phase CIP: Widen SR-91 by one GP Lane In Each Direction East of Green River Road, CD Roads and I-15/SR-91 Direct South Connector, Extension of Express Lanes to I-15 and System / Local Interchange Improvements The environmental phase was completed in Fall 2012. A Design-Build contractor was selected in May 2013 and construction activities began in early 2014 for the Initial Phase. The project is anticipated to open to traffic in Spring 2017 with final project acceptance anticipated at the end of 2017. Current Status The Initial Phase and Ultimate CIP projects will reduce congestion and delays by providing additional SR-91 capacity from SR-241 to Pierce Street, along I-15 from SR-91 to Cajalco Road to the south, and to Hidden Valley Parkway to the North. Traffic operations will improve by eliminating or reducing weaving conflicts along SR-91 and I-15 by the use of CD roads and auxiliary lanes. The project will provide motorists a choice to use Express Lanes for a fee in exchange for time savings. Benefits Project Costs*$ Capital Cost $1,161,000,000 Support Cost $246,000,000 Total Project Cost $1,407,000,000 Project Schedule**Status Preliminary Engineering Completed Environmental Completed Design/Construction 2013-2017 (Continued) * Cost obtained for Initial Phase is from RCTC (2014 dollars)** Schedule for Initial Phase; subsequentPhase for Ultimate Project anticipated in 2035 STATE ROUTE 91 IMPLEMENTATION PLAN 2023 49 Express Bus Service Project Description Orange County Transportation Authority (OCTA), working with the Riverside County Transportation Commission (RCTC) and the Riverside Transit Agency (RTA), operate Express Bus service between Riverside and Orange counties. Commuters lack direct transit connections to some Orange County employment centers not served by Metrolink. The Express Bus service provides this connection. OCTA has operated Route 794 since 2006 from Riverside County to Hutton Centre and South Coast Metro (shown in orange above). On Route 794, OCTA removed trips to Corona in February 2018 based on low ridership. OCTA currently operates six morning westbound trips and five afternoon eastbound trips to/from the La Sierra Metrolink Station. Two new Express Bus routes were implemented by RTA in January 2018 between Riverside County and Orange County including RTA Route 200 (shown in blue above) from San Bernardino/Riverside to the Anaheim Resort. The route provides hourly service on weekdays and 90-120 minute service on weekends with a fleet of six buses. RTA Route 205 (shown in green above) from Lake Elsinore/Temecula/ Corona to the Village at Orange includes three AM and three PM roundtrips with 3 buses. Existing Service The Express Bus Routes have been fully implemented as of FY19 and there are no planned service additions. Changes to routes may be made in the future based on available funding and ridership demand. New Service Since completion of the 91 Express Lanes, RTA more than doubled its Express Bus service on SR-91. Currently, OCTA operates 11 bus trips per day on SR-91. RTA now operates 47 trips on weekdays (up from 18 trips that Route 216 provided weekdays) and 18 trips on weekends (up from 8 trips provided by Route 216) on SR-91 Express Lanes. Service hours for this expansion is an extra 21,445 hours per year and is being served by five new coaches added to the RTA fleet. Current Status The Express Bus Routes have been fully implemented as of FY19. Ongoing operating costs average $4,892,000 per year and capital costs average $1,174,000 per year (2019 dollars). The annual capital cost was increased in 2019 to reflect the future cost of complying with the new Innovative Clean Transit regulation. Schedule and Cost The Express Bus Routes have been fully implemented as of FY19 and there are no planned service additions. Changes to routes may be made in the future based on available funding and ridership demand. Benefits Intercounty Express Bus service is effective between locations where transit travel times by Express Bus would be more competitive than Metrolink and connecting rail feeder buses. Key Considerations STATE ROUTE 91 IMPLEMENTATION PLAN 2023 50 La Sierra Metrolink Parking Improvements Project Description There are currently 1,000 spaces available. RCTC is implementing a parking lot expansion to include an additional 496 spaces and six bus bays to accommodate RTA Express Lane Service 200 that originates at Metrolink San Bernardino Transit Center with stops along Riverside Downtown Metrolink Station, Metrolink La Sierra, the Village at Orange, ARTIC, Disneyland, and Anaheim Convention Center, as well as other potential bus routes for the future. The 496 parking spaces will provide for existing and future demand. The parking lot expansion will provide for ADA parking. RTA express service, commuter rail, and vanpool. Benefits Construction was completed in February 2019. The project cost is estimated to be $6,260,000. Schedule and Cost Construction and project implementation has begun. Current Status STATE ROUTE 91 IMPLEMENTATION PLAN 2023 51 SR-91 Corridor Operations Project Project Description The Riverside County portion of the 91 Express Lanes began operation in March 2017. Throughout the first year of operation, RCTC made minor operational improvements to improve the SR-91 corridor travel between State Route 241 (SR-241) and McKinley Street. In November 2018, RCTC implemented additional striping and signage improvements to westbound SR-91 at the McKinley entrance to the 91 Express Lanes as well as the County Line access location to further enhance efficiency along the westbound SR-91 corridor between McKinley Street and SR-241. In December 2018, the RCTC Commission authorized its staff to proceed with a project to construct an additional westbound lane along SR-91 between Green River Road and SR-241 (the subject of this project). This new project is now known as the SR-91 Corridor Operations Project (91 COP). This project is within the footprint of the SR- 91 Sixth GP Lane Addition project that was an element of the SR-91 CIP environmental document approved in 2012. An environmental revalidation for the 91 COP was completed in Spring 2020. Construction began in November 2020. Current Status Construction is planned for completion in 2022. The total project cost is estimated to be $38,000,000. Schedule and Cost The 91 COP will reduce congestion and delays along westbound SR-91 between McKinley Street and SR-241. Benefits The goal of this project is to implement a substantial operational improvement that is cost effective and timely to address the peak period bottleneck conditions along westbound SR-91 near the County Line. Key considerations include reducing impacts to adjacent land and local streets using retaining walls and minimizing throw-away costs with future projects. Specifically, the project improvements need to be coordinated with the SR-241/SR-91 Tolled Express Connector and the SR-91 Sixth GP Lane Addition projects. Key Considerations STATE ROUTE 91 IMPLEMENTATION PLAN 2023 52 Anaheim Canyon Metrolink Station Improvements Project Description The Anaheim Canyon Metrolink Station Improvement Project will include the addition of approximately 3,400 linear feet of secondary track; a second platform; extending the existing platform; improvements at two at-grade railroad crossings located at Tustin and La Palma; as well as new shade structures, benches, and ticket vending machines. These project improvements will accommodate planned future train service and will enhance on time service and safety. The project will enable future Metrolink service expansion, improve train service efficiency, and foster train ridership growth in the region, which will contribute to congestion relief on SR-91. Benefits The plans were completed, and the project was advertised for bid in October 2020. Construction began in May 2021 and is anticipated to be completed in November 2022. The total project cost is estimated to be $34.2 million. Schedule and Cost 53STATE ROUTE 91 IMPLEMENTATION PLAN 2023 Appendix C - References The following documents and resources were used in the development of the Plan. Data was provided by OCTA, RCTC, Caltrans Districts 8 and 12, Transportation Corridor Agencies (TCA), other agencies, and online resources. Measure M Next 10 Delivery Plan (Next 10 Plan), November 14, 2016 Riverside Transit Agency, Ten-Year Transit Network Plan, January 22, 2015 PSR-PDS on Route 91 Between SR-57 and SR-55, October 2014 PS&E for “Westbound State Route 91 Auxiliary Lane from the NB SR-55/WB SR-91 Connector to the Tustin Avenue Interchange”, 2014 PS&E for Initial SR-91 CIP Project, 2014 California Transportation Commission, Corridor Mobility Improvement Account (CMIA), Amended December 2012 M2020 Plan (Measure M), September 2012 PSR-PDS for SR-241/SR-91 Tolled Express Connector, January 2012 Project Report and Environmental Document (EIR/EIS) for SR-91 CIP from SR-241 to Pierce Street Project, October 2012 PS&E “On State Route 91 Between the SR-91/SR-55 Interchange and the SR-91/SR-241 Interchange in Orange County”, April 2011 Corridor System Management Plan (CSMP) Orange County SR-91 Corridor Final Report, August 2010 Project Study Report/Project Report “Right of Way Relinquishment on Westbound State Route 91 Between Weir Canyon Road and Coal Canyon”, May 2010 SR-91/Fairmont Boulevard Feasibility Study, December 2009 Feasibility Evaluation Report for Irvine-Corona Expressway Tunnels, December 2009 Plans, Specifications and Estimates (PS&E) for Eastbound SR-91 lane addition from SR-241 to SR-71, May 2009 PSR “On State Route 91 Between the SR-91/SR-55 Interchange and the SR-91/SR-241 Interchange in Orange County”, April 2009 91 Express Lanes Extension and State Route 241 Connector Feasibility Study, March 2009 PSR/PR “On Gypsum Canyon Road Between the Gypsum Canyon Road/SR-91 Westbound Off-Ramp (PM 16.4) and the Gypsum Canyon Road/SR-91 Eastbound Direct On-Ramp (PM 16.4)”, June 2008 Orange County Transportation Authority Renewed Measure M Transportation Investment Plan, November 2006 Riverside County-Orange County Major Investment Study (MIS) – Final Project Report: Locally Preferred Strategy Report, January 2006 Route Concept Reports for SR-91, Caltrans Districts 8 and 12 Various Preliminary Drawings and Cross Sections, Caltrans Districts 8 and 12 State Route 91 Implementation Plan 2023 SR-91 Implementation Plan •Required by SB 1316 (Chapter 714, Statutes 2008) •Updated annually to capture past, present, and future projects along SR-91 o I-15 to SR-57 •Bi-county collaborative effort 2 I-15 – Interstate 15 SR-57 – State Route 57 SR-91 – State Route 91 Culmination of Efforts 3 •11 projects completed •$1.9 billion invested Culmination of Efforts (continued) 4 •68.7 lane miles added •15 percent increase in throughput Culmination of Efforts (continued) 5 Benefits of Coordinated Efforts -Addresses population/traffic growth -Provides seamless connectivity between the counties -Increases travel options -Improves quality of life Orange County Projects 6 SR-55 - State Route 55 TBD – To Be Determined Orange County Project Summary​Cost ($M)​ SR-91 Improvements between SR-57 and SR-55​$460​ Placentia Metrolink Rail Station​$34.8​ Metrolink Improvements​TBD​ Riverside County Projects 7 SR-71 - State Route 71 Riverside County Project Summary​Cost ($M)​ 15/91 Express Lanes Connector $270​ Eastbound 91 Express Lane Extension​$10​ SR-71/SR-91 Interchange Improvements​$137​ SR-91 Improvements East of I-15 TBD​ Bi-County Projects 8 SR-241 – State Route 241 Bi-County Project Summary​Cost ($M)​ SR-241/SR-91 Tolled Express Connector​$380​ Eastbound Corridor Operations Project (SR-241 to SR-71)​TBD​ 91 Westbound Improvements (SR-241 to SR-71)​TBD​ Project Sequencing •Allows for streamlining of the SR-241/SR-91 Tolled Express Connector while minimizing impacts to the 91 corridor •Proposes the following sequence of project implementation: 1.15/91 Express Lanes Connector 2.SR-91 Corridor Operations Project 3.SR-71/SR-91 Interchange Improvements 4.SR-241/SR-91 Tolled Express Connector* *SR-241/SR-91 Tolled Express Connector is not dependent upon completion of SR -71/SR-91 Interchange improvements 9 Recommendation/Next Steps 10 •Receive and file as an information item •Continue project implementation efforts •Continue seeking external funding opportunities CONSTRUCTION UPDATE: 91 CORRIDOR June 29, 2023 David Thomas, Toll Project Delivery Director 1 15/91 Express Lanes Connector 2 PROJECT OVERVIEW •$270M Investment •New Express Lane Connections Between I-15 & SR-91 •EB-91 TO NB-15 •SB-15 TO WB-91 •Extends EB-91 #4 GP Lane to Promenade Ave. •Eastbound 91 Express Lane Extension (Separate Project) - Extends 2nd EB Express Lane to McKinley •Project Status •Final Stages of Construction •Toll System Installation & Testing – Start Summer 2023 •Completion/Opening – End of 2023 15/91 Express Lanes Connector 3 NEW CONNECTOR AERIAL VIEW OF NEW CONNECTOR BRIDGE 15/91 Express Lanes Connector 4 STATUS OF CONNECTOR BRIDGE CONSTRUCTION Location: ELC Flyover Bridge @ WB-91 & Main St. Off-Ramp (Frame 1) – Facing West Description: Status of Frame 1 superstructure installations. Location: ELC Flyover Bridge @ 91 Median Area – Facing Southwest Description: Status of JPCP installations in 91 median area between ELC Bridge and EB/WB Temescal Bridges. Location: WB Temescal Wash Bridge @ 91 Median Area – Facing West Description: Status of EB/WB Temescal Bridges. Location: EB Temescal Wash Bridge (Frame 2) @ BNSF – Facing East Description: Formwork and falsework removals ongoing for EB Temescal Bridge, Frame 2. Location: 91 Median Area (ELC Bridge to Temescal Bridges) – Facing Northeast Description: JPCP installations for EB-91 in 91 Median area approaching ELC bridge, between ELC bridge and WB Temescal bridge. Location: EB-91 @ Retaining Wall 9 – Facing East Description: LCB poured for EB-91 pavement widening along RW-9. Location: EB-91 Toll Read-point Gantry @ ELC Bridge Abutment 2R – Facing West Description: Status of toll read-point gantry and cabinet installations along EB-91 (Package 2 Turnover). 71/91 Interchange Improvements 1212 PROJECT OVERVIEW •$130M Investment (Construction) •New 2-Lane Direct Connector From EB-91 to NB-71 •Realignment of Existing Ramps •Project Status •Construction Ongoing •Started January 2023 •Excavation & Earthwork •Bridge Foundations & Sub-Structures •Falsework Installations Over EB/WB-91 Freeway – Fall/Winter 2023 •Challenges: •USACE outflow channel seasonal working window •130’ Long Falsework Beams •Completion/Opening – 2025 71/91 Interchange Improvements 1313 AERIAL RENDERING NEW CONNECTOR 71/91 Interchange Improvements 1414 BRIDGE FOUNDATION WORK ALONG EB-91 71/91 Interchange Improvements 1515 EARTHWORK ALONG SB-71 71/91 Interchange Improvements 1616 BRIDGE FOUNDATION DRILLING IN 91 MEDIAN FOUNDATION REBAR CAGE PLACEMENT IN 91 MEDIAN SR-91 Eastbound Corridor Operations Project (91 ECOP) 17 •Project Description: Adding a new lane to EB 91 between SR-241 to SR -71, approximately 3.2 miles •Project Benefits: Improve traffic operations on eastbound 91, especially during afternoon and evening hours •Alternative Analysis: Four feasible design variations •PA&ED: Started June 2023 and will take 2-3 years •Investment: $5 million for PA&ED. Construction cost to depend upon design variation selected. THANK YOU! 18