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Home My Public Portal About06 June 05, 2020 SR-91 Advisory AGENDA State Route 91 Advisory Committee Meeting Page 1 of 5 Committee Members Bob Magee, RCTC, Chairman Gene Hernandez, OCTA, Vice Chairman Brian Berkson, RCTC Berwin Hanna, RCTC Kevin Jeffries, RCTC Mark A. Murphy, OCTA Harry S. Sidhu, OCTA Karen Spiegel, RCTC Tim Shaw, OCTA Donald P. Wagner, OCTA Michael Hennessey, OCTA, Alternate Wes Speake, RCTC, Alternate Orange County Transportation Authority Headquarters Conference Room 07 550 South Main Street Orange, California Friday, June 5, 2020 at 9:00 a.m. Michael Beauchamp, 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 OCTA Clerk of the Board, telephone (714) 560-5676, no less than two (2) business days prior to this meeting to enable OCTA to make reasonable arrangements to assure accessibility to this meeting. 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. 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. Guidance for Public Access to the Board of Directors/Committee Meeting On March 12, 2020 and March 18, 2020, Governor Gavin Newsom enacted Executive Orders N-25-20 and N-29-20 authorizing a local legislative body to hold public meetings via teleconferencing and make public meetings accessible telephonically or electronically to all members of the public to promote social distancing due to the state and local State of Emergency resulting from the threat of Novel Coronavirus (COVID-19). AGENDA State Route 91 Advisory Committee Meeting Page 2 of 5 Guidance for Public Access to the Board of Directors/Committee Meeting (continued) In accordance with Executive Order N-29-20, and in order to ensure the safety of the Orange County Transportation Authority (OCTA) Board of Directors (Board) and staff and for the purposes of limiting the risk of COVID-19, in-person public participation at public meetings of the OCTA will not be allowed during the time period covered by the above-referenced Executive Orders. Instead, members of the public can listen to AUDIO live streaming of the Board and Committee meetings by clicking the below link: http://www.octa.net/About-OCTA/Who-We-Are/Board-of-Directors/Live-and-Archived-Audio/ Public comments may be submitted for the upcoming Board and Committee meetings by emailing them to boardofdirectors@octa.net. 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. In order to ensure that staff has the ability to provide comments to the Board Members in a timely manner, please submit your public comments 30 minutes prior to the start time of the Board and Committee meeting date. AGENDA State Route 91 Advisory Committee Meeting Page 3 of 5 Call to Order Roll Call Pledge of Allegiance Committee Chairman Magee 1. Public Comments Special Calendar There are no Special Calendar matters. Consent Calendar (Items 2 and 3) 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. 2. Approval of Minutes Approval of the minutes of the State Route 91 Advisory Committee meeting of March 6, 2020. 3. 91 Express Lanes Status Reports Kirk Avila, General Manager, Orange County Transportation Authority, 91 Express Lanes Michael Blomquist, Toll Program Director, Riverside County Transportation Commission, 91 Express Lanes Overview The 91 Express Lanes status reports for the months of January 2020 through March 2020 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 January 2020 through March 2020. AGENDA State Route 91 Advisory Committee Meeting Page 4 of 5 Regular Calendar 4. Draft 2020 State Route 91 Implementation Plan Alison Army, Principal Transportation Analyst, Orange County Transportation Authority 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 2020 State Route 91 Implementation Plan is provided. Recommendation Receive and file as an information item. Discussion Items 5. Coronavirus (COVID-19) Impacts to the 91 Express Lanes Kirk Avila, General Manager, Orange County Transportation Authority, 91 Express Lanes Michael Blomquist, Toll Program Director, Riverside County Transportation Commission, 91 Express Lanes Staff from the Orange County Transportation Authority and Riverside County Transportation Commission will be providing an update on the impacts of the novel coronavirus pandemic to 91 Express Lanes operations, traffic volumes, and revenues. 6. General Manager's Report - Orange County Transportation Authority 7. Toll Program Director's Report - Riverside County Transportation Commission 8. Committee Members' Reports 9. Closed Session There are no Closed Session items scheduled. AGENDA State Route 91 Advisory Committee Meeting Page 5 of 5 10. Adjournment The next regularly scheduled meeting of this Committee will be held at 9:00 a.m. on Friday, October 2, 2020, at the City of Corona – City Hall, 400 South Vicentia Avenue, Council Chambers – First Floor, Corona, California. MINUTES State Route 91 Advisory Committee Meeting March 6, 2020 Page 1 of 8 Committee Members Present Bob Magee, Chairman Tim Shaw, Immediate Past Chairman Gene Hernandez, Vice Chairman Brian Berkson, RCTC Berwin Hanna, RCTC Mark A. Murphy, OCTA Karen Spiegel, RCTC Donald P. Wagner, OCTA Michael Hennessey, OCTA, Alternate Ryan Chamberlain, Caltrans District 12, Ex-Officio Ray Marquez, SBCTA, Ex-Officio Committee Members Absent Kevin Jeffries, RCTC Harry S. Sidhu, OCTA Wes Speake, RCTC, Alternate Michael Beauchamp, Caltrans District 8, Ex-Officio Staff Present Darrell E. Johnson, OCTA, Chief Executive Officer Anne Mayer, RCTC, Executive Director Ken Phipps, OCTA, Deputy Chief Executive Officer Kirk Avila, OCTA, General Manager, 91 Express Lanes Michael Blomquist, RCTC, Toll Program Director Laurena Weinert, OCTA, Clerk of the Board Martha M. Ochoa, OCTA, Assistant Clerk of the Board Steve DeBaun, RCTC, Legal Counsel James M. Donich, OCTA, General Counsel OCTA and RCTC Staff Members of the General Public Call to Order The March 6, 2020 regular meeting of the State Route (SR) 91 Advisory Committee (Advisory Committee) was called to order by Committee Chairman Shaw at 9:00 a.m. Pledge of Allegiance Member Hanna led in the Pledge of Allegiance. 1. Public Comments No public comments were received. MINUTES State Route 91 Advisory Committee Meeting March 6, 2020 Page 2 of 8 Special Calendar 2. Election of New State Route 91 Advisory Chair Committee Chairman Shaw opened nominations for the office of Committee Chair. A motion was made by Member Hernandez, seconded by Member M. Murphy, and declared passed 7-0 by those present, to elect current Committee Vice Chairman Bob Magee as the Chairman for the State Route 91 Advisory Committee. Members Spiegel and Wagner were not present to vote on this item. 3. Election of New State Route 91 Advisory Committee Vice Chair Newly-elected Committee Chairman Magee opened nominations for the office of Committee Vice Chair. A motion was made by Member Shaw, seconded by Member M. Murphy, and declared passed 7-0 by those present, to elect Member Gene Hernandez as the Vice Chairman for the State Route 91 Advisory Committee. Members Spiegel and Wagner were not present to vote on this item. Consent Calendar (Items 4 through 7) 4. Approval of Minutes A motion was made by Vice Chairman Hernandez, seconded by Member Hanna, and declared passed 6-0 by those present, to approve the minutes of the State Route 91 Advisory Committee meeting of June 7, 2019. Member M. Murphy abstained as he was not in attendance at the June 7, 2019 meeting for this item. Members Spiegel and Wagner were not present to vote on this item. MINUTES State Route 91 Advisory Committee Meeting March 6, 2020 Page 3 of 8 5. Joint 91 Express Lanes Status Reports A motion was made by Vice Chairman Hernandez, seconded by Member Hanna, and declared passed 7-0 by those present, to receive and file the 91 Express Lanes Status Reports for the months of April 2019 through December 2019. Members Spiegel and Wagner were not present to vote on this item. 6. Orange County Transportation Authority Fiscal Year 2018-19 91 Express Lanes Fund Financial Statements A motion was made by Vice Chairman Hernandez, seconded by Member Hanna, and declared passed 7-0 by those present, to receive and file the Orange County Transportation Authority Fiscal Year 2018-19 91 Express Lanes Annual Financial Statements. Members Spiegel and Wagner were not present to vote on this item. 7. Fiscal Year 2018/19 Riverside County Transportation Commission 91 Express Lanes Annual Financial Statements A motion was made by Vice Chairman Hernandez, seconded by Member Hanna, and declared passed 7-0 by those present, to receive and file Fiscal Year 2018-19 Riverside County Transportation Commission 91 Express Lanes Fund audited financial statements. Members Spiegel and Wagner were not present to vote on this item. Regular Calendar There were no Regular Calendar items scheduled. Discussion Items 8. Back-Office System/Customer Service Center Update Kirk Avila, General Manager, Orange County Transportation Authority (OCTA), 91 Express Lanes, provided a PowerPoint presentation update as follows: • Procurement Highlights; • Services Procured; and • Upcoming Schedule. No action was taken on this information item. MINUTES State Route 91 Advisory Committee Meeting March 6, 2020 Page 4 of 8 9. 91 Express Lanes 6C Transition Status Jennifer Crosson, Toll Operations Manager, Riverside County Transportation Commission (RCTC), 91 Express Lanes, provided a PowerPoint presentation update as follows: • Title 21 – CA State Regulation; • Milestones; • Account Policy Changes; • 6C Transponders; • 91 Express Lanes Roadside System; • 91Expresslanes.com & Customer Materials; • Back Office Software; • Exchange of Current Customers Transponders Underway; • Exchange Process; • Step One: Receive Notice; • Step Two: Visit Online Wizard; • Step Three: Mail New Sticker Transponders; and • Questions. A discussion ensued regarding transponder exchange process, cut-off date and proper disposal. No action was taken on this information item. 10. 91 Express Lanes Eastbound County Line Access Restriping David Thomas, Toll Project Manager, RCTC, 91 Express Lanes, provided a PowerPoint presentation on this item as follows: • Background; • Proposed Restriping; and • Next Steps. A discussion ensued regarding the color of the solid striping. No action was taken on this information item. MINUTES State Route 91 Advisory Committee Meeting March 6, 2020 Page 5 of 8 11. State Route 91 Corridor Projects Update Kia Mortazavi, Executive Director of Planning, OCTA, provided a PowerPoint presentation on this item as follows: • State Route 91 Corridor Overview; • Recent Improvements; • Planned Improvements; • SR-91 Improvements (SR-57 to SR-55); • 6th General Purpose Lane Addition (SR-241 to SR-71); • SR-241/SR-91 Tolled Express Lanes Connector; • 91 Corridor Operations Project; • SR-71/SR-91 Interchange Improvements; • 15/91 Express Lanes Connector; and • Next Steps. A discussion ensued as follows: • Member Shaw stated that California State University, Fullerton teachers, students, employees commuting via rail to the Metrolink station in the City of Fullerton might help relieve congestion on the SR-91. • Member Chamberlain thanked RCTC and OCTA staff and the leadership on both agencies on behalf of California Department of Transportation (Caltrans). He noted the strong partnership, and consensus-based decisions on one of the most complex corridors anywhere in the state. • Member Spiegel commented regarding the partnership between Orange and Riverside Counties on the projects, appreciates working with colleagues across the county lines, and complimented staff. She thanked Anne Mayer, Executive Director, RCTC and Darrell E. Johnson, Chief Executive Officer, OCTA, their team, and Caltrans. No action was taken on this information item. Chairman Magee announced that staff would like Discussion Item 13 “Toll Program Director's Report - Riverside County Transportation Commission” to be presented prior to item 12 on the agenda. MINUTES State Route 91 Advisory Committee Meeting March 6, 2020 Page 6 of 8 13. Toll Program Director's Report - Riverside County Transportation Commission Michael Blomquist, Toll Program Director, RCTC, reported on the following: • RCTC’s mid-February traffic volumes increased over 4 percent and toll revenue increased approximately 21.2 percent over this time last year. • Staff from OCTA, RCTC, Transportation Corridor Agencies (TCA) are meeting biweekly to move forward the 241/91 Express Lanes Connector project development and the operations planning work. The areas of focus were highlighted. • Two contracts related to the 91 Express Lanes will be presented at the next RCTC Board of Directors (Board) meeting for Board approval were highlighted. 12. General Manager's Report - Orange County Transportation Authority Kirk Avila, General Manager, OCTA, 91 Express, reported on the following: • Traffic volumes increased 3 percent fiscal year to date, through mid-February. • Revenues related to the traffic volumes, have increased approximately 5 percent. • Since RCTC’s segment opened in March of 2017, most of OCTA’s growth has occurred on the westbound direction. • Ridership continues to grow based upon the growth in the economy, as well as the opening on the Riverside county side. • At the next Advisory Committee meeting in June, staff will bring forward the annual SR-91 Implementation Plan. The plan provides details on the projects, status of the projects, and it is required to be submitted annually to the state legislature. • Introduced Martha Ochoa as OCTA’s Assistant Clerk of the Board, who will also support the Advisory Committee. Ms. Ochoa has worked for several elected officials in Orange County and most recently, she served as the Clerk of the Board for the TCA. Mr. Avila introduced Darrell E. Johnson, CEO, OCTA, and Anne Mayer, Executive Officer, RCTC, who recognized retiring OCTA employee, Ken Phipps, Deputy CEO, for his 27 years of dedicated service to not only OCTA, but the residents of Orange and Riverside County. MINUTES State Route 91 Advisory Committee Meeting March 6, 2020 Page 7 of 8 14. Committee Members' Reports Member Shaw commented on Mr. Phipps retirement, stated that when he first joined the OCTA Board, Mr. Phipps was the Finance Director and had been in that position during the great recession, and obviously had a lot of challenges there. Mr. Phipps likes to be in the background, been a great Deputy CEO to OCTA’s CEO. Member Shaw wished Mr. Phipps the best in retirement. Vice Chairman Hernandez, thanked his colleagues for the vote of confidence for the Vice Chairman election. In addition, stated that Mr. Phipps has been a mystery, an enigma, so to speak, but now can see he is just a plain golf guy who is very competitive. Anne Mayer reported on RCTC updates as follows: • The RCTC authorized the release of a draft traffic relie f plan to the public for review and comments. o Available for review at TrafficReliefPlan.org. o In the first month for public review, over 2,500 completed surveys were submitted, as well as over 5,000 comments. o Conducting telephone townhalls, and outreach to the communities. o In June, RCTC Board will finalize the traffic relief plan and make a determination whether or not to put a half cent sales tax measure on the ballot of 2020. • Next week’s RCTC Board meeting, the commission will consider refinancing of the 91 Express Lanes debt: o When RCTC built the $1.4 billion project, it had significant amount of debt in both Measure A debt toll revenue bonds as well as a Transportation Infrastructure Finance and Innovative Act (TIFIA) loan. o Considering a $725 million refinancing of the debt which will save the overall cost by reducing the term of the debt, able to pay off the TIFIA loan, and would place the commission in control of all surplus revenue along the corridor. o The project has been generating traffic and revenues beyond expectations and it provides an opportunity to refinance and put some savings back into the corridor. Vice Chairman Hernandez welcomed Ms. Ochoa on board who worked with his son for an elected official. MINUTES State Route 91 Advisory Committee Meeting March 6, 2020 Page 8 of 8 15. Closed Session There were no Closed Session items scheduled. 16. Adjournment The meeting adjourned at 10:02 a.m. The next regularly scheduled meeting of the Advisory Committee will be held at 9:00 a.m. on Friday, June 5, 2020, at the: City of Corona - City Hall 400 South Vicentia Avenue Council Chambers - First Floor Corona, California. ATTEST Martha M. Ochoa Bob Magee Assistant Clerk of the Board Committee Chairman 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 5, 2020 To: State Route 91 Advisory Committee From: Kirk Avila, General Manager, OCTA Michael Blomquist, Toll Program Director, RCTC Subject: 91 Express Lanes Status Reports Overview The 91 Express Lanes status reports for the months of January 2020 through March 2020 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 January 2020 through March 2020. 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 months of January 2020 and February 2020, gross potential toll revenue and traffic volume in the 91 Express Lanes for the both the Orange County Transportation Authority (OCTA) segment and Riverside County Transportation Commission (RCTC) exceeded prior year’s performances. However, due to the novel coronavirus pandemic and California Governor Gavin Newsom’s orders for residents to self-quarantine and refrain from non-essential travel, traffic volume, and gross potential toll revenue decreased as compared to the same period last year for both segments in March 2020. As of the end of March 2020, the 2019-20 fiscal year-to-date traffic volume decreased by 2 percent while gross potential toll revenue increased by 0.7 percent for the OCTA segment. For the 91 Express Lanes Status Reports Page 2 RCTC segment, a fiscal year-to-date comparison reflects a decrease in traffic volume of 0.4 percent and an increase of 15.6 percent in gross potential toll revenue. 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 January 2020 through March 2020 are provided for review. The report highlights operational and financial activities. Attachments A. 91 Express Lanes Status Report – As of January 31, 2020 B. 91 Express Lanes Status Report – As of February 29, 2020 C. 91 Express Lanes Status Report – As of March 31, 2020 ATTACHMENT A Orange County Transportation Authority Riverside County Transportation Commission Status Report January 2020 As of January 31, 2020 2 Table of Contents Operations Overview OCTA ....................................................................................................... 3 Traffic and Revenue Statistics for OCTA .................................................................................... 3 OCTA Traffic and Revenue Summary ........................................................................................ 5 OCTA Eastbound Peak-Hour Volumes ...................................................................................... 6 OCTA Westbound Peak-Hour Volumes ..................................................................................... 7 OCTA Operational Highlights ..................................................................................................... 8 Financial Highlights OCTA ......................................................................................................... 9 Operations Overview RCTC ......................................................................................................10 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 Incoming Email Activity .............................................................................................................21 3 OPERATIONS OVERVIEW OCTA TRAFFIC AND REVENUE STATISTICS FOR OCTA Total traffic volume on the 91 Express Lanes for January 2020 was 1,446,341. This represents a daily average of 46,656 vehicles. This is a 6.3% increase in total traffic volume from the same period last year, which totaled 1,360,016. Potential toll revenue for January was $4,553,497, which represents an increase of 10.7% from the prior year’s total of $4,114,106. Carpool percentage for January was 24.7% as compared to the previous year’s rate of 26.3%. Month-to-date traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the OCTA 91 Express Lanes and associated potential revenue for the month of January 2020. Current Month-to-Date (MTD) as of January 31, 2020 Trips Jan-20 MTD Actual Stantec MTD Projected # Variance % Variance Jan-19 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 1,089,159 1,048,103 41,056 3.9%1,002,301 8.7% 3+ Lanes 357,182 317,815 39,367 12.4%357,715 (0.1%) Total Gross Trips 1,446,341 1,365,918 80,423 5.9%1,360,016 6.3% Revenue Full Toll Lanes $4,482,172 $4,458,339 $23,833 0.5%$4,033,705 11.1% 3+ Lanes $71,325 $81,313 ($9,989)(12.3%)$80,401 (11.3%) Total Gross Revenue $4,553,497 $4,539,652 $13,844 0.3%$4,114,106 10.7% Average Revenue per Trip Average Full Toll Lanes $4.12 $4.25 ($0.13)(3.1%)$4.02 2.5% Average 3+ Lanes $0.20 $0.26 ($0.06)(23.1%)$0.22 (9.1%) Average Gross Revenue $3.15 $3.32 ($0.17)(5.1%)$3.03 4.0% 4 The 2020 fiscal year-to-date traffic volume increased by 2.5% and potential toll revenue increased by 4.8%, when compared with the same period last year. Year-to-date average revenue per-trip is $3.03. Fiscal year-to-date 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 Express Lanes and associated potential revenue for the month s of July 2019 through January 2020. FY 2019-20 Year to Date as of January 31, 2020 Trips FY 2019-20 YTD Actual Stantec YTD Projected # Variance % Variance FY 2018-19 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 7,715,246 7,626,731 88,515 1.2%7,475,646 3.2% 3+ Lanes 2,702,816 2,324,910 377,906 16.3%2,692,985 0.4% Total Gross Trips 10,418,062 9,951,640 466,422 4.7%10,168,631 2.5% Revenue Full Toll Lanes $31,129,718 $31,895,469 ($765,751)(2.4%)$29,652,197 5.0% 3+ Lanes $486,709 $581,594 ($94,885)(16.3%)$530,317 (8.2%) Total Gross Revenue $31,616,427 $32,477,063 ($860,637)(2.6%)$30,182,514 4.8% Average Revenue per Trip Average Full Toll Lanes $4.03 $4.18 ($0.15)(3.6%)$3.97 1.5% Average 3+ Lanes $0.18 $0.25 ($0.07)(28.0%)$0.20 (10.0%) Average Gross Revenue $3.03 $3.26 ($0.23)(7.1%)$2.97 2.0% 5 O CTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between Full Toll trips and HOV3+ trips for FY 2019-20 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll trips and HOV3+ trips for FY 2019-20 on a monthly basis. 1,102,555 1,134,132 1,095,487 1,167,703 1,066,864 1,059,346 1,089,159 443,307 411,599 382,094 359,588 368,156 380,890 357,182 0 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 Jul-19 Aug-19 Sep-19 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Vo l u m e Month FY 2019-20 Traffic Volume Overview Full Toll Lanes 3+ Lanes 4,362,568 4,595,283 4,373,645 4,718,326 4,328,417 4,269,308 4,482,172 76,363 75,879 66,703 70,758 56,691 68,991 71,325 $2,500,000 $3,000,000 $3,500,000 $4,000,000 $4,500,000 $5,000,000 Jul-19 Aug-19 Sep-19 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Re v e n u e Month FY 2019-20 Revenue Summary Full Toll Lanes 3+ Lanes Series3 6 OCTA EASTBOUND PEAK -HOUR VOLUMES Peak traffic hour in the eastbound direction reached or exceeded 90% or more of defined capacity 21 times during the month of January 2020. As demonstrated on the next chart, westbound peak hour traffic volumes top out at 80% of defined capacity. PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 349 804 24%$7.45 493 2,479 73%$7.85 555 3,067 90% 1500 - 1600 $5.15 374 839 25%$6.75 570 3,091 91%$8.65 604 2,594 76% 1600 - 1700 $5.15 312 725 21%$7.80 503 2,819 83%$8.45 448 2,624 77% 1700 - 1800 $5.15 443 859 25%$8.20 490 2,350 69%$7.05 556 2,669 79% 1800 - 1900 $5.15 436 860 25%$4.85 583 2,290 67%$6.55 567 2,215 65% 1900 - 2000 $4.65 398 736 22%$5.60 451 1,451 43%$6.05 598 1,705 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 $5.15 409 2,623 77%$5.15 435 2,899 85%$5.15 478 3,016 89%$7.45 429 2,838 83%$7.85 501 3,207 94% 1500 - 1600 $5.50 582 3,076 90%$5.75 649 2,887 85%$7.75 621 2,941 87%$6.75 598 3,381 99%$8.65 664 2,712 80% 1600 - 1700 $5.35 469 3,003 88%$5.50 458 2,928 86%$7.50 461 3,089 91%$7.80 470 2,876 85%$8.45 474 2,851 84% 1700 - 1800 $5.30 553 3,075 90%$5.40 551 3,001 88%$6.40 546 2,959 87%$8.20 488 2,603 77%$7.05 591 3,018 89% 1800 - 1900 $5.50 738 2,752 81%$3.95 681 2,804 82%$3.95 713 2,941 87%$4.85 732 3,051 90%$6.55 767 2,923 86% 1900 - 2000 $3.85 578 1,863 55%$3.85 613 2,172 64%$3.85 667 2,193 65%$5.60 615 2,235 66%$6.05 638 2,132 63% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 383 2,434 72%$5.15 385 2,799 82%$5.15 412 2,972 87%$7.45 423 2,811 83%$7.85 562 3,235 95% 1500 - 1600 $5.50 624 3,116 92%$5.75 587 2,854 84%$7.75 572 2,911 86%$6.75 577 3,378 99%$8.65 587 2,629 77% 1600 - 1700 $5.35 428 2,915 86%$5.50 404 2,897 85%$7.50 405 2,912 86%$7.80 420 2,920 86%$8.45 415 2,670 79% 1700 - 1800 $5.30 550 3,027 89%$5.40 513 2,911 86%$6.40 543 3,041 89%$8.20 463 2,526 74%$7.05 557 2,858 84% 1800 - 1900 $5.50 751 2,926 86%$3.95 680 3,040 89%$3.95 679 3,043 90%$4.85 679 3,033 89%$6.55 774 2,932 86% 1900 - 2000 $3.85 474 1,772 52%$3.85 623 2,616 77%$3.85 643 2,480 73%$5.60 603 2,384 70%$6.05 732 2,571 76% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 544 2,526 74%$5.15 350 2,631 77%$5.15 363 2,754 81%$7.45 419 2,789 82%$7.85 572 3,436 101% 1500 - 1600 $5.50 736 3,122 92%$5.75 588 2,884 85%$7.75 590 2,950 87%$6.75 606 3,474 102%$8.65 610 2,650 78% 1600 - 1700 $5.35 508 2,739 81%$5.50 398 2,995 88%$7.50 422 3,057 90%$7.80 428 2,875 85%$8.45 409 2,703 80% 1700 - 1800 $5.30 618 2,553 75%$5.40 498 3,015 89%$6.40 512 2,900 85%$8.20 461 2,500 74%$7.05 456 2,598 76% 1800 - 1900 $5.50 697 1,997 59%$3.95 553 3,021 89%$3.95 667 3,008 88%$4.85 687 2,981 88%$6.55 692 2,821 83% 1900 - 2000 $3.85 466 1,327 39%$3.85 453 1,983 58%$3.85 563 2,397 71%$5.60 635 2,789 82%$6.05 794 2,677 79% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 244 1,683 50%$5.15 375 2,868 84%$5.15 405 2,812 83%$7.45 367 2,790 82%$7.85 520 3,205 94% 1500 - 1600 $5.50 528 2,852 84%$5.75 557 2,741 81%$7.75 602 2,923 86%$6.75 639 3,591 106%$8.65 681 2,715 80% 1600 - 1700 $5.35 408 2,792 82%$5.50 394 2,779 82%$7.50 435 3,100 91%$7.80 443 2,962 87%$8.45 449 2,704 80% 1700 - 1800 $5.30 489 2,866 84%$5.40 474 2,836 83%$6.40 527 2,897 85%$8.20 457 2,587 76%$7.05 533 2,854 84% 1800 - 1900 $5.50 641 2,798 82%$3.95 634 2,918 86%$3.95 679 3,079 91%$4.85 709 3,057 90%$6.55 677 2,903 85% 1900 - 2000 $3.85 617 2,312 68%$3.85 700 2,822 83%$3.85 577 2,293 67%$5.60 579 2,215 65%$6.05 670 2,276 67% Thursday 01/30/20 Friday 01/31/20 Thursday 01/23/20 Friday 01/24/20 Monday 01/27/20 Tuesday 01/28/20 Wednesday 01/29/20 Thursday 01/16/20 Friday 01/17/20 Monday 01/20/20 Tuesday 01/21/20 Wednesday 01/22/20 Thursday 01/09/20 Friday 01/10/20 Monday 01/13/20 Tuesday 01/14/20 Wednesday 01/15/20 Thursday 01/02/20 Friday 01/03/20 Monday 01/06/20 Tuesday 01/07/20 Wednesday 01/08/20 Monday 12/30/19 Tuesday 12/31/19 Wednesday 01/01/20 7 OCTA WE STBOUND PEAK -HOUR VOLUMES AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $1.70 37 106 3%$3.05 577 1,868 55%$3.05 532 1,582 47% 0500 - 0600 $1.70 53 118 3%$4.95 564 1,959 58%$4.70 554 2,022 59% 0600 - 0700 $1.70 26 101 3%$5.15 339 1,308 38%$4.95 397 1,531 45% 0700 - 0800 $1.70 47 115 3%$5.65 307 1,527 45%$5.50 249 1,295 38% 0800 - 0900 $1.70 106 248 7%$5.15 239 1,404 41%$4.95 272 1,350 40% 0900 - 1000 $3.05 167 417 12%$4.10 313 1,406 41%$4.10 287 1,401 41% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 762 2,523 74%$3.05 769 2,484 73%$3.05 818 2,548 75%$3.05 764 2,430 71%$3.05 583 1,831 54% 0500 - 0600 $4.95 829 2,588 76%$4.95 870 2,634 77%$4.95 813 2,502 74%$4.95 806 2,635 78%$4.70 724 2,420 71% 0600 - 0700 $5.15 542 1,909 56%$5.15 509 1,953 57%$5.15 566 2,110 62%$5.15 557 1,928 57%$4.95 467 1,709 50% 0700 - 0800 $5.65 371 1,910 56%$5.65 349 1,921 57%$5.65 396 1,905 56%$5.65 400 2,021 59%$5.50 475 1,840 54% 0800 - 0900 $5.15 271 1,704 50%$5.15 255 1,861 55%$5.15 270 2,013 59%$5.15 285 1,950 57%$4.95 267 1,809 53% 0900 - 1000 $4.10 376 1,926 57%$4.10 328 1,936 57%$4.10 348 1,934 57%$4.10 322 1,943 57%$4.10 352 1,877 55% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 751 2,609 77%$3.05 760 2,455 72%$3.05 800 2,566 75%$3.05 764 2,514 74%$3.05 609 1,998 59% 0500 - 0600 $4.95 771 2,517 74%$4.95 896 2,692 79%$4.95 836 2,553 75%$4.95 819 2,702 79%$4.70 732 2,472 73% 0600 - 0700 $5.15 558 2,072 61%$5.15 547 2,092 62%$5.15 601 2,144 63%$5.15 574 2,086 61%$4.95 613 2,165 64% 0700 - 0800 $5.65 416 2,123 62%$5.65 371 2,122 62%$5.65 416 2,012 59%$5.65 388 2,149 63%$5.50 383 1,928 57% 0800 - 0900 $5.15 244 2,029 60%$5.15 243 2,015 59%$5.15 210 1,893 56%$5.15 213 2,073 61%$4.95 243 1,885 55% 0900 - 1000 $4.10 273 1,897 56%$4.10 257 2,048 60%$4.10 218 1,853 55%$4.10 217 1,960 58%$4.10 250 1,823 54% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 590 1,933 57%$3.05 738 2,492 73%$3.05 790 2,567 76%$3.05 783 2,513 74%$3.05 663 2,018 59% 0500 - 0600 $4.95 562 1,987 58%$4.95 887 2,642 78%$4.95 792 2,424 71%$4.95 860 2,674 79%$4.70 751 2,435 72% 0600 - 0700 $5.15 379 1,489 44%$5.15 576 2,171 64%$5.15 624 2,214 65%$5.15 574 1,879 55%$4.95 606 2,131 63% 0700 - 0800 $5.65 253 1,179 35%$5.65 407 2,150 63%$5.65 437 2,209 65%$5.65 428 2,055 60%$5.50 404 1,934 57% 0800 - 0900 $5.15 286 1,260 37%$5.15 235 2,129 63%$5.15 224 2,020 59%$5.15 243 2,188 64%$4.95 232 1,861 55% 0900 - 1000 $4.10 433 1,615 48%$4.10 223 2,043 60%$4.10 244 2,087 61%$4.10 266 2,117 62%$4.10 246 1,636 48% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 770 2,607 77%$3.05 767 2,584 76%$3.05 781 2,606 77%$3.05 752 2,507 74%$3.05 641 2,071 61% 0500 - 0600 $4.95 765 2,486 73%$4.95 875 2,613 77%$4.95 832 2,552 75%$4.95 816 2,717 80%$4.70 739 2,573 76% 0600 - 0700 $5.15 557 2,163 64%$5.15 548 2,086 61%$5.15 627 2,178 64%$5.15 597 2,036 60%$4.95 574 2,152 63% 0700 - 0800 $5.65 375 2,036 60%$5.65 451 2,226 65%$5.65 413 2,058 61%$5.65 427 2,183 64%$5.50 428 1,919 56% 0800 - 0900 $5.15 213 2,035 60%$5.15 234 2,150 63%$5.15 255 2,097 62%$5.15 246 2,072 61%$4.95 234 1,891 56% 0900 - 1000 $4.10 211 1,942 57%$4.10 232 2,096 62%$4.10 231 2,074 61%$4.10 227 2,035 60%$4.10 252 1,921 57% Thursday 01/30/19 Friday 01/31/19 Thursday 01/23/19 Friday 01/24/19 Monday 01/27/19 Tuesday 01/28/19 Wednesday 01/29/19 Thursday 01/16/19 Friday 01/17/19 Monday 01/20/19 Tuesday 01/21/19 Wednesday 01/22/19 Thursday 01/09/19 Friday 01/10/19 Monday 01/13/19 Tuesday 01/14/19 Wednesday 01/15/19 Thursday 01/02/20 Friday 01/03/20 Monday 01/06/19 Tuesday 01/07/19 Wednesday 01/08/19 Monday 12/30/19 Tuesday 12/31/19 Wednesday 01/01/20 8 OCTA OP ERATIONAL HIGHLIGHTS On-road Operations OCTA Customer Assistance Specialists (CAS) responded to 85 calls during the month of January. Of those calls, 66 were to assist disabled vehicles and 16 calls to remove debris. The CAS provided assistance to three accidents in the Express Lanes with one of those accidents originated from the SR91 general-purpose lanes. Electronic Toll and Traffic Management System Project Update Kapsch TrafficCom USA, Inc., (Kapsch), the toll lanes system integrator for the 91 Express Lanes, completed the replacement of the Electronic Toll and Traffic Management (ETTM) system at the current toll gantries. This new lane system is reading both the new 6C transponder protocol as well as the legacy Title 21 protocol. The next phase of the project, which begins next calendar year, entails the replacement of the closed-circuit television cameras along the corridor. New toll gantries will be constructed at the three entrances of the OCTA 91 Express Lanes after which Kapsch will install new ETTM equipment on the entrance gantries. 6C Transition Update Changes to the back-office system to incorporate the new 6C transponder protocol is underway. In January, the 91 Express Lanes continued to send letters to customers notifying them of the transition to 6C, as well as changes to the account plans, user agreement and privacy policy. In the upcoming weeks, distribution of the new welcome kit and sticker transponders will commence. It is envisioned the distribution of the new transponders to all the customers will take place over several months. 9 FINANC IAL HIGHLIGHTS OCTA Capital Asset Activity During the seven months ending January 31, 2020, capital asset activities included $195,292 for the ETTM system project, $5,920 for computer equipment and $325,411 for transponder purchases. 91 Express Lanes Operating Statement YTD as of : 1/31/2020 Description Actual (1)Budget (1)Dollar $Percent (%) Operating revenues: Toll revenue 29,163,391.49$ 30,684,797.00$ (1,521,405.51)$ (5.0) Fee revenue 4,223,400.79 2,757,864.00 1,465,536.79 53.1 Total operating revenues 33,386,792.28 33,442,661.00 (55,868.72) (0.2) Operating expenses: Contracted services 3,619,248.14 4,439,940.00 820,691.86 18.5 Administrative fee 1,653,680.00 1,656,599.00 2,919.00 0.2 Other professional services 665,868.10 1,593,630.00 927,761.90 58.2 Credit card processing fees 774,145.50 817,830.00 43,684.50 5.3 Toll road account servicing 412,010.24 1,404,000.00 991,989.76 70.7 Other insurance expense 217,638.75 437,325.00 219,686.25 50.2 Toll road maintenance supply repairs 141,320.42 310,419.00 169,098.58 54.5 Patrol services 644,910.67 571,445.00 (73,465.67) (12.9) Building equipment repairs and maint 20,689.64 188,944.00 168,254.36 89.0 6C Transponders 250,518.75 125,000.00 (125,518.75) (100.4) Other services (9,221.50) 18,331.00 27,552.50 150.3 Utilities 28,473.76 42,861.00 14,387.24 33.6 Office expense 3,120.21 107,941.00 104,820.79 97.1 Bad debt expense 103,882.04 - (103,882.04) N/A Miscellaneous (2)42,647.12 83,425.00 40,777.88 48.9 Leases 237,716.52 268,226.00 30,509.48 11.4 Total operating expenses 8,806,648.36 12,065,916.00 3,259,267.64 27.0 Depreciation and amortization (3)2,062,751.07 - (2,062,751.07) N/A Operating income (loss)22,517,392.85 21,376,745.00 1,140,647.85 5.3 Nonoperating revenues (expenses): Reimbursement from Other Agencies 661,599.55 906,250.00 (244,650.45) (27.0) Interest income 3,510,275.74 2,214,387.00 1,295,888.74 58.5 Interest expense (2,698,887.30) (2,748,704.00) 49,816.70 1.8 Other 32,769.18 - 32,769.18 N/A Total nonoperating revenues (expenses)1,505,757.17 371,933.00 1,133,824.17 (304.8) Transfers in - - - N/A Transfers out (4)(14,460,192.17) (25,000.00) (14,435,192.17) (57,740.8) Net income (loss)9,562,957.85$ 21,723,678.00$ (12,160,720.15)$ (56.0) ¹Actual amounts are accounted for on the accrual basis of accounting in an enterprise fund. Budget amounts are accounted for on a modified accrual basis of accounting. ²Miscellaneous expenses include: Bond Insurance Costs, Bank Service Charge, Transponder Materials. ³Depreciation and amortization are not budgeted items. 4For M2 Project I and Project J expense reimbursement. YTD Variance 10 OPERATIONS OVERVIEW RCTC TRAFFIC AND REVENUE STATISTICS FOR RCTC Total traffic volume on the 91 Express Lanes for January 2020 was 1,265,369. This represents a daily average of 40,818 vehicles. This is a 6.7% increase in total traffic volume from the same period last year, which totaled 1,186,225. Potential toll revenue for the month was $5,827,403, which represents an increase of 22.3% from the prior year’s total of $4,764,682. Carpool percentage for January was 23.03% as compared to the previous year’s rate of 24.28%. Month-to-date 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 Express Lanes and associated potential revenue for the month of January 2020. Current Month-to-Date (MTD) as of January 31, 2020 Trips JAN-20 MTD Actual Stantec MTD Projected # Variance % Variance JAN-19 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 973,936 917,386 56,550 6.2% 898,175 8.4% 3+ Lanes 291,433 300,900 (9,467)(3.1%)288,050 1.2% Total Gross Trips 1,265,369 1,218,286 47,083 3.9% 1,186,225 6.7% Revenue Full Toll Lanes $5,789,888 $3,695,857 $2,094,031 56.7% $4,724,916 22.5% 3+ Lanes $37,514 $0 $37,514 $39,766 (5.7%) Total Gross Revenue $5,827,403 $3,695,857 $2,131,545 57.7% $4,764,682 22.3% Average Revenue per Trip Average Full Toll Lanes $5.94 $4.03 $1.91 47.4% $5.26 12.9% Average 3+ Lanes $0.13 $0.00 $0.13 $0.14 (7.1%) Average Gross Revenue $4.61 $3.03 $1.58 52.1% $4.02 14.7% 11 The 2020 fiscal year-to-date (YTD) traffic volume is 3.7% higher when compared with the same period last year. The 2020 fiscal year-to-date revenue is 21.3% higher than for the same period last year. The traffic and revenue increases are attributed to higher demand and increased toll rates to manage the demand. Year-to-date average revenue per-trip is $4.27. Fiscal year-to-date 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 Express Lanes and associated potential revenue for the month s of July 2019 through January 2020. FY 2019-20 Year to Date as of January 31, 2020 Trips FY 2019-20 YTD Actual Stantec YTD Projected # Variance % Variance FY 2018-19 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 6,942,948 6,850,743 92,205 1.3%6,675,335 4.0% 3+ Lanes 2,199,852 2,227,371 (27,519)(1.2%)2,137,267 2.9% Total Gross Trips 9,142,800 9,078,114 64,686 0.7%8,812,602 3.7% Revenue Full Toll Lanes $38,779,965 $27,011,329 $11,768,636 43.6%$31,924,543 21.5% 3+ Lanes $253,813 $0 $253,813 $252,293 0.6% Total Gross Revenue $39,033,778 $27,011,329 $12,022,449 44.5%$32,176,836 21.3% Average Revenue per Trip Average Full Toll Lanes $5.59 $3.94 $1.65 41.9%$4.78 16.9% Average 3+ Lanes $0.12 $0.00 $0.12 $0.12 0.0% Average Gross Revenue $4.27 $2.98 $1.29 43.3%$3.65 17.0% 12 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between Full Toll lanes and HOV3+ lanes for FY 2019-20 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll lanes and HOV3+ lanes for FY 2019-20 on a monthly basis. 960,601 1,040,805 984,484 1,034,686 959,129 945,151 973,936 354,489 361,276 315,806 313,543 315,057 309,435 291,433 0 175,000 350,000 525,000 700,000 875,000 1,050,000 1,225,000 1,400,000 1,575,000 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Vo l u m e Month FY 2019-20 Traffic Volume Overview Full Toll Lanes 3+ Lanes $5,213,968 $5,588,508 $5,326,713 $6,320,045 $5,301,867 $5,238,975 $5,789,888 $43,333 $45,015 $34,653 $26,718 $28,411 $38,169 $37,514 $2,800,000 $3,200,000 $3,600,000 $4,000,000 $4,400,000 $4,800,000 $5,200,000 $5,600,000 $6,000,000 $6,400,000 $6,800,000 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Jan-00 Re v e n u e Month FY 2019-20 Revenue Summary Full Toll Lanes 3+ Lanes 13 RCTC PEAK -HOUR VOLUMES RCTC evaluates traffic volumes for peak period hours and either increases or decreases tolls according to the toll rate policy. The next quarterly adjustment is scheduled for April 1, 2020. 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 $2.25 167 256 423 B $11.85 274 935 1,209 E $21.00 308 1,039 1,347 F 1500 - 1600 $1.55 175 265 440 B $11.35 323 1,174 1,497 F $18.70 303 773 1,076 D 1600 - 1700 $1.55 129 231 360 A $7.50 291 1,043 1,334 F $10.45 210 880 1,090 D 1700 - 1800 $1.55 178 226 404 B $5.30 236 827 1,063 D $6.95 228 812 1,040 D 1800 - 1900 $1.55 162 197 359 A $5.30 243 640 883 C $5.30 240 711 951 C 1900 - 2000 $1.55 169 174 343 A $5.30 192 429 621 B $5.30 258 521 779 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 $5.30 213 986 1,199 D $6.95 219 993 1,212 E $9.00 241 1,064 1,305 F $11.85 213 977 1,190 D $21.00 269 1,113 1,382 F 1500 - 1600 $7.35 281 957 1,238 E $6.95 304 916 1,220 E $9.90 306 935 1,241 E $11.35 318 1,019 1,337 F $18.70 338 884 1,222 E 1600 - 1700 $5.30 217 880 1,097 D $5.30 185 858 1,043 D $5.30 185 960 1,145 D $7.50 208 960 1,168 D $10.45 242 1,007 1,249 E 1700 - 1800 $5.30 212 819 1,031 D $5.30 240 785 1,025 D $5.30 196 883 1,079 D $5.30 195 807 1,002 D $6.95 267 936 1,203 E 1800 - 1900 $5.30 249 688 937 C $5.30 259 739 998 C $5.30 260 777 1,037 D $5.30 267 811 1,078 D $5.30 308 916 1,224 E 1900 - 2000 $2.25 221 530 751 B $4.20 206 594 800 B $5.30 252 561 813 C $5.30 214 607 821 C $5.30 281 722 1,003 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 $5.30 202 869 1,071 D $6.95 318 1,791 2,109 F $9.00 227 1,047 1,274 E $11.85 231 1,013 1,244 E $21.00 368 1,155 1,523 F 1500 - 1600 $7.35 299 949 1,248 E $6.95 373 1,535 1,908 F $9.90 275 955 1,230 E $11.35 320 1,090 1,410 F $18.70 371 936 1,307 F 1600 - 1700 $5.30 183 906 1,089 D $5.30 166 862 1,028 D $5.30 183 943 1,126 D $7.50 209 946 1,155 D $10.45 250 947 1,197 D 1700 - 1800 $5.30 201 853 1,054 D $5.30 197 848 1,045 D $5.30 190 924 1,114 D $5.30 198 826 1,024 D $6.95 315 908 1,223 E 1800 - 1900 $5.30 275 777 1,052 D $5.30 252 834 1,086 D $5.30 263 785 1,048 D $5.30 311 873 1,184 D $5.30 366 901 1,267 E 1900 - 2000 $2.25 161 533 694 B $4.20 231 732 963 C $5.30 234 683 917 C $5.30 218 719 937 C $5.30 337 888 1,225 E 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 $5.30 299 916 1,215 E $6.95 197 897 1,094 D $9.00 226 1,001 1,227 E $11.85 255 1,014 1,269 E $21.00 307 1,134 1,441 F 1500 - 1600 $7.35 366 966 1,332 F $6.95 299 941 1,240 E $9.90 276 994 1,270 E $11.35 297 1,117 1,414 F $18.70 346 936 1,282 E 1600 - 1700 $5.30 244 848 1,092 D $5.30 165 952 1,117 D $5.30 203 929 1,132 D $7.50 188 1,002 1,190 D $10.45 236 961 1,197 D 1700 - 1800 $5.30 284 752 1,036 D $5.30 201 814 1,015 D $5.30 224 866 1,090 D $5.30 177 854 1,031 D $6.95 208 852 1,060 D 1800 - 1900 $5.30 318 615 933 C $5.30 262 741 1,003 D $5.30 273 842 1,115 D $5.30 253 867 1,120 D $5.30 361 871 1,232 E 1900 - 2000 $2.25 209 339 548 B $4.20 181 563 744 B $5.30 235 688 923 C $5.30 232 847 1,079 D $5.30 372 872 1,244 E 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 $5.30 149 640 789 B $6.95 220 954 1,174 D $9.00 236 981 1,217 E $11.85 229 1,015 1,244 E $21.00 290 1,098 1,388 F 1500 - 1600 $7.35 317 1,006 1,323 F $6.95 280 957 1,237 E $9.90 309 932 1,241 E $11.35 293 1,112 1,405 F $18.70 375 880 1,255 E 1600 - 1700 $5.30 183 925 1,108 D $5.30 174 902 1,076 D $5.30 184 952 1,136 D $7.50 177 984 1,161 D $10.45 232 987 1,219 E 1700 - 1800 $5.30 197 880 1,077 D $5.30 197 811 1,008 D $5.30 243 812 1,055 D $5.30 197 789 986 C $6.95 253 969 1,222 E 1800 - 1900 $5.30 279 765 1,044 D $5.30 263 798 1,061 D $5.30 289 795 1,084 D $5.30 281 847 1,128 D $5.30 285 909 1,194 D 1900 - 2000 $2.25 239 651 890 C $4.20 234 806 1,040 D $5.30 235 574 809 C $5.30 231 675 906 C $5.30 307 761 1,068 D 01/09/20 Friday 01/10/20Monday01/06/20 Tuesday 01/07/20 Wednesday 01/08/20 Wednesday 01/01/20 Thursday 01/02/20 Friday 01/03/20Monday12/30/19 Tuesday 12/31/19 Thursday Monday 01/20/20 Tuesday 01/21/20 Wednesday 01/22/20 Wednesday 01/15/20 Thursday 01/16/20 Friday 01/17/20Monday01/13/20 Tuesday 01/14/20 Monday 01/27/20 Tuesday 01/28/20 Thursday 01/23/20 Friday 01/24/20 Thursday 01/30/20 Friday 01/31/20Wednesday01/29/20 14 Eastbound PM Peak - County Line to I-15 South 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 $1.95 94 159 253 A $5.30 145 640 785 B $5.30 146 706 852 C 1500 - 1600 $1.95 106 149 255 A $5.30 169 781 950 C $2.95 163 661 824 C 1600 - 1700 $1.95 82 150 232 A $2.95 127 714 841 C $2.95 104 602 706 B 1700 - 1800 $1.95 114 134 248 A $2.95 125 534 659 B $2.95 140 558 698 B 1800 - 1900 $1.95 133 161 294 A $2.95 145 458 603 B $2.95 148 450 598 B 1900 - 2000 $1.95 109 113 222 A $2.95 112 334 446 B $2.95 151 326 477 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 $2.95 118 674 792 B $5.30 120 710 830 C $5.30 151 755 906 C $5.30 129 704 833 C $5.30 156 821 977 C 1500 - 1600 $5.30 142 685 827 C $2.95 175 664 839 C $2.95 142 697 839 C $5.30 164 811 975 C $2.95 158 655 813 C 1600 - 1700 $2.95 121 701 822 C $2.95 124 652 776 B $2.95 124 765 889 C $2.95 113 678 791 B $2.95 121 694 815 C 1700 - 1800 $2.95 128 636 764 B $2.95 122 613 735 B $2.95 128 588 716 B $2.95 122 539 661 B $2.95 132 670 802 C 1800 - 1900 $2.95 167 535 702 B $2.95 144 544 688 B $2.95 155 586 741 B $2.95 181 627 808 C $2.95 199 592 791 B 1900 - 2000 $2.95 174 414 588 B $2.95 152 465 617 B $2.95 198 440 638 B $2.95 174 484 658 B $2.95 210 474 684 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 $2.95 128 642 770 B $5.30 0 0 0 A $5.30 104 759 863 C $5.30 101 652 753 B $5.30 145 854 999 C 1500 - 1600 $5.30 159 711 870 C $2.95 35 81 116 A $2.95 139 678 817 C $5.30 139 815 954 C $2.95 118 597 715 B 1600 - 1700 $2.95 104 657 761 B $2.95 94 693 787 B $2.95 106 687 793 B $2.95 120 653 773 B $2.95 93 574 667 B 1700 - 1800 $2.95 108 626 734 B $2.95 89 581 670 B $2.95 111 624 735 B $2.95 107 566 673 B $2.95 132 593 725 B 1800 - 1900 $2.95 151 582 733 B $2.95 129 620 749 B $2.95 134 620 754 B $2.95 129 569 698 B $2.95 173 538 711 B 1900 - 2000 $2.95 132 411 543 B $2.95 149 623 772 B $2.95 145 521 666 B $2.95 132 529 661 B $2.95 184 536 720 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 $2.95 169 619 788 B $5.30 98 729 827 C $5.30 101 703 804 C $5.30 120 722 842 C $5.30 164 827 991 C 1500 - 1600 $5.30 190 682 872 C $2.95 126 648 774 B $2.95 135 702 837 C $5.30 132 788 920 C $2.95 144 587 731 B 1600 - 1700 $2.95 133 633 766 B $2.95 91 692 783 B $2.95 101 709 810 C $2.95 90 689 779 B $2.95 97 607 704 B 1700 - 1800 $2.95 137 564 701 B $2.95 112 636 748 B $2.95 124 651 775 B $2.95 91 526 617 B $2.95 126 558 684 B 1800 - 1900 $2.95 158 405 563 B $2.95 142 602 744 B $2.95 146 608 754 B $2.95 117 619 736 B $2.95 161 515 676 B 1900 - 2000 $2.95 125 280 405 B $2.95 118 464 582 B $2.95 151 506 657 B $2.95 150 648 798 B $2.95 186 534 720 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 $2.95 74 510 584 B $5.30 86 721 807 C $5.30 117 713 830 C $5.30 103 728 831 C $5.30 139 801 940 C 1500 - 1600 $5.30 124 670 794 B $2.95 118 630 748 B $2.95 138 659 797 B $5.30 149 795 944 C $2.95 149 608 757 B 1600 - 1700 $2.95 110 648 758 B $2.95 100 644 744 B $2.95 131 686 817 C $2.95 96 686 782 B $2.95 118 609 727 B 1700 - 1800 $2.95 112 630 742 B $2.95 100 615 715 B $2.95 132 567 699 B $2.95 107 563 670 B $2.95 113 650 763 B 1800 - 1900 $2.95 137 578 715 B $2.95 135 569 704 B $2.95 164 585 749 B $2.95 154 635 789 B $2.95 145 584 729 B 1900 - 2000 $2.95 156 463 619 B $2.95 140 615 755 B $2.95 155 497 652 B $2.95 144 466 610 B $2.95 141 482 623 B Thursday 01/30/20 Friday 01/31/20Monday01/27/20 Tuesday 01/28/20 Wednesday 01/29/20 Wednesday 01/22/20 Thursday 01/23/20 Friday 01/24/20Monday01/20/20 Tuesday 01/21/20 Thursday 01/16/20 Friday 01/17/20Monday01/13/20 Tuesday 01/14/20 Wednesday 01/15/20 Wednesday 01/08/20 Thursday 01/09/20 Friday 01/10/20Monday01/06/20 Tuesday 01/07/20 Monday 12/30/19 Tuesday 12/31/19 Wednesday 01/01/20 Thursday 01/02/20 Friday 01/03/20 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 $1.55 13 29 42 A $10.50 274 802 1,076 D $5.30 252 536 788 B 0500 - 0600 $1.55 18 21 39 A $17.50 308 804 1,112 D $12.20 305 811 1,116 D 0600 - 0700 $1.55 5 31 36 A $19.40 272 613 885 C $11.45 244 767 1,011 D 0700 - 0800 $1.55 20 40 60 A $15.30 250 942 1,192 D $9.30 205 835 1,040 D 0800 - 0900 $1.55 46 82 128 A $12.20 152 846 998 C $8.00 143 727 870 C 0900 - 1000 $1.55 79 129 208 A $9.00 177 624 801 C $5.30 144 573 717 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 $10.80 354 1,122 1,476 F $10.80 364 1,084 1,448 F $10.80 421 1,085 1,506 F $10.50 401 1,039 1,440 F $5.30 308 633 941 C 0500 - 0600 $23.25 481 939 1,420 F $22.80 526 958 1,484 F $19.75 441 793 1,234 E $17.50 468 1,029 1,497 F $12.20 383 1,014 1,397 F 0600 - 0700 $19.55 335 902 1,237 E $17.45 317 823 1,140 D $19.40 361 1,094 1,455 F $19.40 373 723 1,096 D $11.45 386 1,004 1,390 F 0700 - 0800 $16.35 277 1,228 1,505 F $16.35 271 1,250 1,521 F $17.10 286 1,251 1,537 F $15.30 285 1,242 1,527 F $9.30 437 1,556 1,993 F 0800 - 0900 $11.15 190 1,372 1,562 F $11.45 178 1,314 1,492 F $11.45 165 1,370 1,535 F $12.20 162 1,213 1,375 F $8.00 159 1,087 1,246 E 0900 - 1000 $6.95 206 901 1,107 D $9.00 153 926 1,079 D $8.00 177 910 1,087 D $9.00 155 967 1,122 D $5.30 160 803 963 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 $10.80 372 1,143 1,515 F $10.80 371 1,019 1,390 F $10.80 422 1,099 1,521 F $10.50 413 1,057 1,470 F $5.30 284 734 1,018 D 0500 - 0600 $23.25 417 843 1,260 E $22.80 557 1,029 1,586 F $19.75 441 745 1,186 D $17.50 451 1,086 1,537 F $12.20 393 1,036 1,429 F 0600 - 0700 $19.55 339 980 1,319 E $17.45 357 933 1,290 E $19.40 386 1,119 1,505 F $19.40 383 807 1,190 D $11.45 418 1,216 1,634 F 0700 - 0800 $16.35 299 1,347 1,646 F $16.35 331 1,292 1,623 F $17.10 300 1,332 1,632 F $15.30 274 1,401 1,675 F $9.30 296 1,242 1,538 F 0800 - 0900 $11.15 173 1,402 1,575 F $11.45 197 1,382 1,579 F $11.45 181 1,370 1,551 F $12.20 158 1,508 1,666 F $8.00 139 1,205 1,344 E 0900 - 1000 $6.95 151 971 1,122 D $9.00 143 1,020 1,163 D $8.00 145 944 1,089 D $9.00 133 956 1,089 D $5.30 146 808 954 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 $10.80 299 776 1,075 D $10.80 358 1,118 1,476 F $10.80 412 1,140 1,552 F $10.50 426 1,126 1,552 F $5.30 337 731 1,068 D 0500 - 0600 $23.25 313 730 1,043 D $22.80 521 955 1,476 F $19.75 422 688 1,110 D $17.50 521 1,110 1,631 F $12.20 446 1,024 1,470 F 0600 - 0700 $19.55 218 690 908 C $17.45 325 950 1,275 E $19.40 407 1,028 1,435 F $19.40 396 640 1,036 D $11.45 435 1,188 1,623 F 0700 - 0800 $16.35 185 675 860 C $16.35 277 1,384 1,661 F $17.10 332 1,380 1,712 F $15.30 353 1,228 1,581 F $9.30 312 1,218 1,530 F 0800 - 0900 $11.15 165 695 860 C $11.45 156 1,476 1,632 F $11.45 178 1,417 1,595 F $12.20 207 1,431 1,638 F $8.00 165 1,114 1,279 E 0900 - 1000 $6.95 235 638 873 C $9.00 159 1,049 1,208 E $8.00 135 1,006 1,141 D $9.00 177 1,113 1,290 E $5.30 130 757 887 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 $10.80 387 1,150 1,537 F $10.80 350 1,147 1,497 F $10.80 385 1,163 1,548 F $10.50 341 1,140 1,481 F $5.30 323 790 1,113 D 0500 - 0600 $23.25 450 910 1,360 F $22.80 555 1,029 1,584 F $19.75 481 794 1,275 E $17.50 459 1,193 1,652 F $12.20 411 1,076 1,487 F 0600 - 0700 $19.55 352 993 1,345 E $17.45 331 824 1,155 D $19.40 440 1,102 1,542 F $19.40 367 785 1,152 D $11.45 398 1,216 1,614 F 0700 - 0800 $16.35 291 1,308 1,599 F $16.35 314 1,319 1,633 F $17.10 337 1,262 1,599 F $15.30 298 1,375 1,673 F $9.30 304 1,164 1,468 F 0800 - 0900 $11.15 159 1,441 1,600 F $11.45 200 1,447 1,647 F $11.45 205 1,461 1,666 F $12.20 182 1,439 1,621 F $8.00 156 1,160 1,316 E 0900 - 1000 $6.95 150 1,024 1,174 D $9.00 168 1,081 1,249 E $8.00 159 1,091 1,250 E $9.00 140 1,128 1,268 E $5.30 150 833 983 C 01/09/20 Friday 01/10/20Monday01/06/20 Tuesday 01/07/20 Wednesday 01/08/20 Wednesday 01/01/20 Thursday 01/02/20 Friday 01/03/20Monday12/30/19 Tuesday 12/31/19 Thursday Monday 01/20/20 Tuesday 01/21/20 Wednesday 01/22/20 Wednesday 01/15/20 Thursday 01/16/20 Friday 01/17/20Monday01/13/20 Tuesday 01/14/20 Monday 01/27/20 Tuesday 01/28/20 Thursday 01/23/20 Friday 01/24/20 Thursday 01/30/20 Friday 01/31/20Wednesday01/29/20 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 $1.95 20 40 60 A $5.30 167 571 738 B $5.30 151 477 628 B 0500 - 0600 $1.95 24 57 81 A $13.50 231 831 1,062 D $6.85 200 796 996 C 0600 - 0700 $1.95 14 43 57 A $15.55 205 712 917 C $8.85 176 733 909 C 0700 - 0800 $1.95 17 39 56 A $12.75 135 726 861 C $6.85 89 742 831 C 0800 - 0900 $1.95 41 78 119 A $8.85 81 718 799 B $5.30 92 592 684 B 0900 - 1000 $1.95 60 109 169 A $5.30 116 580 696 B $2.95 131 619 750 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 $6.85 212 812 1,024 D $6.85 220 737 957 C $5.30 245 721 966 C $5.30 238 701 939 C $5.30 149 587 736 B 0500 - 0600 $19.05 344 1,119 1,463 F $18.60 344 1,040 1,384 E $16.60 307 1,131 1,438 F $13.50 360 1,126 1,486 F $6.85 269 969 1,238 E 0600 - 0700 $19.35 296 982 1,278 E $18.60 286 1,169 1,455 F $20.70 267 1,050 1,317 E $15.55 287 1,076 1,363 E $8.85 156 386 542 B 0700 - 0800 $12.15 177 1,097 1,274 E $14.80 188 1,132 1,320 E $13.80 174 1,084 1,258 E $12.75 199 1,206 1,405 F $6.85 197 939 1,136 D 0800 - 0900 $6.85 95 772 867 C $8.85 102 1,041 1,143 D $8.85 123 1,087 1,210 E $8.85 126 1,022 1,148 D $5.30 112 925 1,037 D 0900 - 1000 $5.30 149 744 893 C $5.30 138 812 950 C $5.30 163 802 965 C $5.30 158 787 945 C $2.95 141 663 804 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 $6.85 198 847 1,045 D $6.85 243 756 999 C $5.30 232 713 945 C $5.30 245 710 955 C $5.30 139 649 788 B 0500 - 0600 $19.05 316 1,177 1,493 F $18.60 337 1,024 1,361 E $16.60 369 1,138 1,507 F $13.50 328 1,173 1,501 F $6.85 243 1,029 1,272 E 0600 - 0700 $19.35 309 1,067 1,376 E $18.60 286 1,126 1,412 F $20.70 296 1,090 1,386 E $15.55 266 1,125 1,391 E $8.85 255 968 1,223 E 0700 - 0800 $12.15 212 1,165 1,377 E $14.80 234 1,236 1,470 F $13.80 178 1,089 1,267 E $12.75 167 1,112 1,279 E $6.85 152 1,060 1,212 E 0800 - 0900 $6.85 107 1,157 1,264 E $8.85 111 1,163 1,274 E $8.85 78 1,058 1,136 D $8.85 71 1,110 1,181 D $5.30 91 941 1,032 D 0900 - 1000 $5.30 120 811 931 C $5.30 101 882 983 C $5.30 95 904 999 C $5.30 80 875 955 C $2.95 81 736 817 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 $6.85 147 613 760 B $6.85 185 825 1,010 D $5.30 197 796 993 C $5.30 225 689 914 C $5.30 169 630 799 B 0500 - 0600 $19.05 221 802 1,023 D $18.60 326 1,052 1,378 E $16.60 321 1,058 1,379 E $13.50 334 1,119 1,453 F $6.85 280 950 1,230 E 0600 - 0700 $19.35 182 698 880 C $18.60 307 1,260 1,567 F $20.70 333 1,112 1,445 F $15.55 306 958 1,264 E $8.85 267 944 1,211 E 0700 - 0800 $12.15 91 637 728 B $14.80 206 1,292 1,498 F $13.80 242 1,211 1,453 F $12.75 232 1,148 1,380 E $6.85 167 991 1,158 D 0800 - 0900 $6.85 95 575 670 B $8.85 103 1,246 1,349 E $8.85 95 1,136 1,231 E $8.85 124 1,229 1,353 E $5.30 77 969 1,046 D 0900 - 1000 $5.30 144 542 686 B $5.30 84 898 982 C $5.30 82 916 998 C $5.30 111 920 1,031 D $2.95 87 722 809 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 $6.85 190 850 1,040 D $6.85 218 806 1,024 D $5.30 203 774 977 C $5.30 200 795 995 C $5.30 166 657 823 C 0500 - 0600 $19.05 279 1,131 1,410 F $18.60 326 1,016 1,342 E $16.60 341 1,125 1,466 F $13.50 316 1,151 1,467 F $6.85 255 1,057 1,312 E 0600 - 0700 $19.35 279 1,150 1,429 F $18.60 308 1,220 1,528 F $20.70 334 1,011 1,345 E $15.55 284 1,111 1,395 E $8.85 239 951 1,190 D 0700 - 0800 $12.15 179 1,163 1,342 E $14.80 239 1,249 1,488 F $13.80 194 1,155 1,349 E $12.75 199 1,221 1,420 F $6.85 174 963 1,137 D 0800 - 0900 $6.85 91 1,200 1,291 E $8.85 103 1,333 1,436 F $8.85 112 1,108 1,220 E $8.85 80 1,212 1,292 E $5.30 83 966 1,049 D 0900 - 1000 $5.30 92 861 953 C $5.30 84 920 1,004 D $5.30 103 907 1,010 D $5.30 85 883 968 C $2.95 93 855 948 C Thursday 01/02/20 Friday 01/03/20Monday12/30/19 Tuesday 12/31/19 Wednesday 01/01/20 Monday 01/13/20 Tuesday 01/14/20 Wednesday 01/15/20 Wednesday 01/08/20 Thursday 01/09/20 Friday 01/10/20Monday01/06/20 Tuesday 01/07/20 Monday 01/20/20 Tuesday 01/21/20 Thursday 01/16/20 Friday 01/17/20 Thursday 01/30/20 Friday 01/31/20Monday01/27/20 Tuesday 01/28/20 Wednesday 01/29/20 Wednesday 01/22/20 Thursday 01/23/20 Friday 01/24/20 17 RCTC O P ERATIONAL HIGHLIGHTS On-road Operations RCTC Freeway Service Patrol (FSP) responded to 64 calls during the month of January. Of those calls, 55 were to assist disabled vehicles, 2 calls to remove debris and 7 were in response to accidents in the Express Lanes. 6C Transponder Technology In January, the 91 Express Lanes continued to send letters to customers notifying them of the transition to the new 6C protocol, as well as changes to the account plans, user agreement and privacy policy. A new welcome kit, which includes mounting instructions, has been designed and developed and will be sent with the new sticker transponders in the upcoming weeks. It is envisioned the distribution of the new transponders to all the customers will take place over several months. 18 FINANCIAL HIGHLIGHTS RCTC RCTC 91 Express Lanes Operating Statement 1/31/2020 Description Budget Dollar $Percent (%) Operating revenues: Toll Revenue 35,148,298.36$ 21,343,641.67$ 13,804,656.69$ 64.7 Fee Revenue 4,609,003.97 3,080,175.00 1,528,828.97 49.6 Total operating revenues 39,757,302.33 24,423,816.67 15,333,485.66 62.8 Operating expenses: Salaries and Benefits 465,002.58 789,483.33 324,480.75 41.1 Legal Services 129,575.29 204,166.67 74,591.38 36.5 Advisory Services 46,070.58 43,750.00 (2,320.58) (5.3) Audit and Accounting Fees 46,000.00 27,416.67 (18,583.33) (67.8) Service Fees 1,086.78 15,166.67 14,079.89 92.8 Other Professional Services 133,791.00 860,941.67 727,150.67 84.5 Lease Expense 127,521.07 149,625.00 22,103.93 14.8 Operations 1,463,311.34 2,116,625.00 653,313.66 30.9 Utilities 14,631.92 36,458.33 21,826.41 59.9 Supplies and Materials 123.62 2,916.67 2,793.05 95.8 Membership and Subscription Fees 20,056.75 14,583.33 (5,473.42) (37.5) Office Equipment & Furniture (Non-Capital)747.12 2,916.67 2,169.55 74.4 Maintenance/Repairs 89,457.41 204,050.00 114,592.59 56.2 Training Seminars and Conferences 350.00 2,625.00 2,275.00 86.7 Transportation Expenses 1,993.97 4,375.00 2,381.03 54.4 Lodging 2,455.52 4,083.33 1,627.81 39.9 Meals 622.88 583.33 (39.55) (6.8) Other Staff Expenses 508.65 583.33 74.68 12.8 Advertising 2,106.00 110,833.33 108,727.33 98.1 Program Management 44,071.70 - (44,071.70) N/A Program Operations 3,543,898.73 6,216,408.33 2,672,509.60 43.0 Litigation Settlement - 5,833.33 5,833.33 100.0 Furniture & Equipment 265,261.31 437,500.00 172,238.69 39.4 Improvements 16,032.27 9,391.67 (6,640.60) (70.7) Depreciation 5,391,972.02 #- (5,391,972.02) N/A Bad Debt Expense 9.21 - (9.21) N/A Total operating expenses 11,806,657.72 11,260,316.67 (546,341.05) (4.9) Operating income (loss)27,950,644.61 13,163,500.00 14,787,144.61 112.3 Nonoperating revenues (expenses): Interest Revenue 1,152,968.29 887,891.67 265,076.62 (29.9) Other Miscellaneous Revenue (864.59) - (864.59) N/A Interest Expense (14,346,501.75) (4,153,275.00) (10,193,226.75) 245.4 Total nonoperating revenues (expenses)(14,023,097.87) (3,265,383.33) (10,757,714.54) (329.4) Transfers In - - - N/A Transfers Out (605,300.00) (1,784,708.33) 1,179,408.33 (66.1) Net income (loss)13,322,246.74$ 8,113,408.33$ 5,208,838.41$ 64.2 1 Unaudited 2 Depreciation is not a budgeted expense 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 January 31, 2020 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 703,391 454,860 65%1,842,096$ RCTC 692,110 454,860 66%3,872,953$ I-15 304,684 207,176 68%1,636,612$ McKinley 387,426 247,684 64%2,236,341$ Eastbound OCTA 742,950 423,363 57%2,711,400$ RCTC 573,259 423,363 74%1,954,450$ I-15 216,326 171,059 79%506,143$ McKinley 356,933 252,304 71%1,448,307$ 65%57%66%74% - 100,000 200,000 300,000 400,000 500,000 600,000 700,000 800,000 OCTA RCTC OCTA RCTC Westbound Eastbound Joint Agency Traffic Statistics OCTA Transactions RCTC Transactions % of OCTA Transactions Using Both Segments % of RCTC Transactions Using Both Segments 20 JOINT AGENCY PER FORMANCE MEASURES JOINT AGENCY TRANSPONDER DISTRIBUTION Jan-20 Performance CUSTOMER SERVICE Call Wait Time Monthly Not to exceed 2 minutes 1:31 Abandon Rate Monthly No more than 4.0% 2.2% Customer Satisfaction Monthly At least 75 outbound calls 78 VIOLATION PROCESSING Response Time Monthly Within 2 business days of receipt 1.0 CUSA Violation Collection Rate Quarterly 70% or more CUSA Violation Collection Rate Annually 74% or more 70% TRAFFIC OPERATIONS Initial & Secondary Reviews Monthly Equal to or less than 15 days 0.7 *Plate Misread Errors Monthly Equal to or less than 0.4% 0.01% CAS Response Time Monthly 0:20 (minutes) per call 0:10 ACCOUNTING Monthly No more than 3 0 Monthly No more than 3 0 INFORMATION TECHNOLOGY Back-office System Uptime Monthly 99% Availability 100% Network Uptime Monthly 99% Availability 100% CUSA = Cofiroute USA; CAS = OCTA Customer Assistance Specialists REPORTING REQUIREMENT Reporting Period PERFORMANCE STANDARD OCTA Exceptions RCTC Exceptions * Plate Misread Error performance is current after a 60-day hold-back period; therefore, percentage reported here is for 2 months prior to the month of this report. Tags % of Total Tags % of Total Issued To New Accounts 1,061 40.2%1,143 47.5%1,298 48.9% Additional Tags to Existing Accounts 801 30.4%805 33.5%803 30.3% Replacement Transponders 775 29.4%458 19.0%552 20.8% Total Issued 2,637 2,406 2,654 Returned Account Closures 449 33.3%400 47.3%471 39.3% Accounts Downsizing 162 12.0%147 17.4%155 12.9% Defective Transponders 739 54.7%299 35.3%573 47.8% Total Returned 1,350 846 1,200 FY 2019-20TRANSPONDER DISTRIBUTION January-20 December-19 Average To-Date 21 At the end of January 2020, the 91 Express Lanes had 150,587 active customer accounts and 230,020 transponders classified as Assigned. Number of Accounts by Fiscal Year[JC1] As of January 31, 2020 Incoming Email Activity During January, the Anaheim Processing Center received 3,147 emails. 114,556 114,138 112,584 112,473 112,929 113,672 116,813 119,782 130,048 140,694 148,054 150,587 - 20,000 40,000 60,000 80,000 100,000 120,000 140,000 160,000 Fiscal Year ATTACHMENT B Orange County Transportation Authority Riverside County Transportation Commission Status Report February 2020 As of February 29, 2020 2 Table of Contents Operations Overview OCTA ....................................................................................................... 3 Traffic and Revenue Statistics for OCTA .................................................................................... 3 OCTA Traffic and Revenue Summary ........................................................................................ 5 OCTA Eastbound Peak-Hour Volumes ...................................................................................... 6 OCTA Westbound Peak-Hour Volumes ..................................................................................... 7 OCTA Operational Highlights ..................................................................................................... 8 Financial Highlights OCTA ......................................................................................................... 9 Operations Overview RCTC ......................................................................................................10 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 Incoming Email Activity .............................................................................................................21 3 OPERATIONS OVERVIEW OCTA TRAFFIC AND REVENUE STATISTICS FOR OCTA Total traffic volume on the 91 Express Lanes for February 2020 was 1,420,827. This represents a daily average of 48,994 vehicles. This is a 9.8% increase in total traffic volume from the same period last year, which totaled 1,294,183. Potential toll revenue for February was $4,378,079, which represents an increase of 11.8% from the prior year’s total of $3,917,107. Carpool percentage for February was 24.16% as compared to the previous year’s rate of 25.53%. Month-to-date traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the OCTA 91 Express Lanes and associated potential revenue for the month of February 2020. Current Month-to-Date (MTD) as of February 29, 2020 Trips Feb-20 MTD Actual Stantec MTD Projected # Variance % Variance Feb-19 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 1,077,494 1,059,422 18,072 1.7%963,815 11.8% 3+ Lanes 343,333 298,770 44,563 14.9%330,368 3.9% Total Gross Trips 1,420,827 1,358,192 62,635 4.6%1,294,183 9.8% Revenue Full Toll Lanes $4,316,423 $4,466,069 ($149,646)(3.4%)$3,846,951 12.2% 3+ Lanes $61,655 $81,454 ($19,799)(24.3%)$70,156 (12.1%) Total Gross Revenue $4,378,079 $4,547,523 ($169,444)(3.7%)$3,917,107 11.8% Average Revenue per Trip Average Full Toll Lanes $4.01 $4.22 ($0.21)(5.0%)$3.99 0.5% Average 3+ Lanes $0.18 $0.27 ($0.09)(33.3%)$0.21 (14.3%) Average Gross Revenue $3.08 $3.35 ($0.27)(8.1%)$3.03 1.7% 4 The 2020 fiscal year-to-date traffic volume increased by 3.3% and potential toll revenue increased by 5.6%, when compared with the same period last year. Year-to-date average revenue per-trip is $3.04. Fiscal year-to-date 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 Express Lanes and associated potential revenue for the month s of July 2019 through February 2020. FY 2019-20 Year to Date as of February 29, 2020 Trips FY 2019-20 YTD Actual Stantec YTD Projected # Variance % Variance FY 2018-19 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 8,792,740 8,686,153 106,587 1.2%8,439,461 4.2% 3+ Lanes 3,046,149 2,623,680 422,469 16.1%3,023,353 0.8% Total Gross Trips 11,838,889 11,309,832 529,057 4.7%11,462,814 3.3% Revenue Full Toll Lanes $35,446,141 $36,361,538 ($915,397)(2.5%)$33,499,148 5.8% 3+ Lanes $548,364 $663,048 ($114,684)(17.3%)$600,473 (8.7%) Total Gross Revenue $35,994,505 $37,024,586 ($1,030,081)(2.8%)$34,099,622 5.6% Average Revenue per Trip Average Full Toll Lanes $4.03 $4.19 ($0.16)(3.8%)$3.97 1.5% Average 3+ Lanes $0.18 $0.25 ($0.07)(28.0%)$0.20 (10.0%) Average Gross Revenue $3.04 $3.27 ($0.23)(7.0%)$2.97 2.4% 5 O CTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between Full Toll trips and HOV3+ trips for FY 2019-20 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll trips and HOV3+ trips for FY 2019-20 on a monthly basis. 1,102,555 1,134,132 1,095,487 1,167,703 1,066,864 1,059,346 1,089,159 1,077,494 443,307 411,599 382,094 359,588 368,156 380,890 357,182 343,333 0 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 Jul-19 Aug-19 Sep-19 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Vo l u m e Month FY 2019-20 Traffic Volume Overview Full Toll Lanes 3+ Lanes 4,362,568 4,595,283 4,373,645 4,718,326 4,328,417 4,269,308 4,482,172 4,316,423 76,363 75,879 66,703 70,758 56,691 68,991 71,325 61,655 $2,500,000 $3,000,000 $3,500,000 $4,000,000 $4,500,000 $5,000,000 Jul-19 Aug-19 Sep-19 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Re v e n u e Month FY 2019-20 Revenue Summary Full Toll Lanes 3+ Lanes Series3 6 OCTA EASTBOUND PEAK -HOUR VOLUMES Peak traffic hour in the eastbound direction reached or exceeded 90% or more of defined capacity 16 times during the month of February 2020. As demonstrated on the next chart, westbound peak hour traffic volumes top out at 81% of defined capacity. PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 379 2,571 76%$5.15 384 2,856 84%$5.15 397 2,831 83%$7.45 414 2,862 84%$7.85 499 3,205 94% 1500 - 1600 $5.50 548 3,029 89%$5.75 617 2,733 80%$7.75 603 2,908 86%$6.75 586 3,321 98%$8.65 662 2,785 82% 1600 - 1700 $5.35 455 2,911 86%$5.50 383 2,831 83%$7.50 399 2,938 86%$7.80 427 2,812 83%$8.45 442 2,777 82% 1700 - 1800 $5.30 528 2,927 86%$5.40 475 2,781 82%$6.40 493 2,973 87%$8.20 428 2,423 71%$7.05 519 2,834 83% 1800 - 1900 $5.50 599 2,413 71%$3.95 667 3,057 90%$3.95 657 3,000 88%$4.85 712 3,067 90%$6.55 735 2,906 85% 1900 - 2000 $3.85 507 1,781 52%$3.85 621 2,577 76%$3.85 623 2,319 68%$5.60 661 2,623 77%$6.05 653 2,240 66% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 417 2,488 73%$5.15 391 2,940 86%$5.15 407 3,038 89%$7.45 423 2,911 86%$7.85 605 3,249 96% 1500 - 1600 $5.50 591 3,051 90%$5.75 581 2,881 85%$7.75 580 2,912 86%$6.75 567 3,261 96%$8.65 615 2,515 74% 1600 - 1700 $5.35 438 2,797 82%$5.50 394 3,006 88%$7.50 383 2,856 84%$7.80 467 2,891 85%$8.45 505 2,761 81% 1700 - 1800 $5.30 418 2,499 74%$5.40 500 3,015 89%$6.40 479 2,926 86%$8.20 476 2,621 77%$7.05 557 2,830 83% 1800 - 1900 $5.50 727 2,949 87%$3.95 693 3,128 92%$3.95 647 3,029 89%$4.85 637 3,038 89%$6.55 707 2,772 82% 1900 - 2000 $3.85 565 2,018 59%$3.85 517 2,184 64%$3.85 634 2,620 77%$5.60 743 2,951 87%$6.05 816 2,429 71% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 565 2,344 69%$5.15 399 2,913 86%$5.15 349 2,920 86%$7.45 412 2,885 85%$7.85 559 3,331 98% 1500 - 1600 $5.50 740 2,880 85%$5.75 546 2,241 66%$7.75 579 2,898 85%$6.75 524 3,233 95%$8.65 653 2,681 79% 1600 - 1700 $5.35 507 2,452 72%$5.50 416 2,950 87%$7.50 398 3,037 89%$7.80 465 3,156 93%$8.45 413 2,720 80% 1700 - 1800 $5.30 513 2,230 66%$5.40 506 2,988 88%$6.40 494 2,912 86%$8.20 466 2,564 75%$7.05 501 2,826 83% 1800 - 1900 $5.50 561 1,735 51%$3.95 677 2,990 88%$3.95 655 2,858 84%$4.85 686 2,983 88%$6.55 773 2,927 86% 1900 - 2000 $3.85 533 1,383 41%$3.85 634 2,509 74%$3.85 642 2,516 74%$5.60 682 2,725 80%$6.05 691 2,232 66% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 432 2,743 81%$5.15 383 2,866 84%$5.15 408 3,020 89%$7.45 419 2,880 85%$7.85 512 3,291 97% 1500 - 1600 $5.50 578 3,039 89%$5.75 590 2,880 85%$7.75 504 2,163 64%$6.75 624 3,453 102%$8.65 643 2,684 79% 1600 - 1700 $5.35 387 2,696 79%$5.50 371 3,026 89%$7.50 427 3,109 91%$7.80 497 3,196 94%$8.45 459 2,937 86% 1700 - 1800 $5.30 439 2,630 77%$5.40 421 2,717 80%$6.40 498 2,873 85%$8.20 479 2,674 79%$7.05 569 2,902 85% 1800 - 1900 $5.50 689 2,874 85%$3.95 613 2,679 79%$3.95 648 2,912 86%$4.85 682 3,044 90%$6.55 703 2,833 83% 1900 - 2000 $3.85 547 2,051 60%$3.85 678 2,696 79%$3.85 655 2,692 79%$5.60 624 2,420 71%$6.05 642 2,245 66% Thursday 02/27/20 Friday 02/28/20 Thursday 02/20/20 Friday 02/21/20 Monday 02/24/20 Tuesday 02/25/20 Wednesday 02/26/20 Thursday 02/13/20 Friday 02/14/20 Monday 02/17/20 Tuesday 02/18/20 Wednesday 02/19/20 Thursday 02/06/20 Friday 02/07/20 Monday 02/10/20 Tuesday 02/11/20 Wednesday 02/12/20 Monday 02/03/20 Tuesday 02/04/20 Wednesday 02/05/20 7 OCTA WE STBOUND PEAK -HOUR VOLUMES AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 729 2,369 70%$3.05 786 2,478 73%$3.05 694 2,304 68%$3.05 817 2,518 74%$3.05 645 1,985 58% 0500 - 0600 $4.95 813 2,540 75%$4.95 894 2,579 76%$4.95 837 2,575 76%$4.95 824 2,655 78%$4.70 722 2,459 72% 0600 - 0700 $5.15 558 2,065 61%$5.15 535 2,042 60%$5.15 618 2,358 69%$5.15 586 1,981 58%$4.95 581 2,049 60% 0700 - 0800 $5.65 393 2,009 59%$5.65 431 2,135 63%$5.65 457 2,293 67%$5.65 441 2,130 63%$5.50 383 1,976 58% 0800 - 0900 $5.15 228 2,002 59%$5.15 239 2,348 69%$5.15 275 2,001 59%$5.15 233 2,019 59%$4.95 233 1,825 54% 0900 - 1000 $4.10 225 1,945 57%$4.10 214 2,188 64%$4.10 230 2,039 60%$4.10 245 2,072 61%$4.10 250 1,728 51% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 766 2,471 73%$3.05 774 2,556 75%$3.05 738 2,486 73%$3.05 753 2,482 73%$3.05 611 1,901 56% 0500 - 0600 $4.95 794 2,467 73%$4.95 871 2,635 78%$4.95 771 2,496 73%$4.95 838 2,670 79%$4.70 734 2,443 72% 0600 - 0700 $5.15 453 2,057 61%$5.15 551 2,201 65%$5.15 540 2,095 62%$5.15 618 2,066 61%$4.95 612 2,147 63% 0700 - 0800 $5.65 327 1,979 58%$5.65 453 2,307 68%$5.65 438 2,214 65%$5.65 426 2,185 64%$5.50 364 1,975 58% 0800 - 0900 $5.15 257 2,049 60%$5.15 290 2,289 67%$5.15 253 2,143 63%$5.15 223 1,955 58%$4.95 274 1,922 57% 0900 - 1000 $4.10 295 2,058 61%$4.10 246 2,205 65%$4.10 246 2,074 61%$4.10 243 1,850 54%$4.10 350 1,758 52% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 493 1,538 45%$3.05 798 2,611 77%$3.05 802 2,580 76%$3.05 753 2,534 75%$3.05 601 1,978 58% 0500 - 0600 $4.95 495 1,593 47%$4.95 852 2,624 77%$4.95 834 2,552 75%$4.95 810 2,646 78%$4.70 751 2,564 75% 0600 - 0700 $5.15 266 1,129 33%$5.15 562 2,202 65%$5.15 549 2,161 64%$5.15 589 2,113 62%$4.95 564 2,150 63% 0700 - 0800 $5.65 195 1,058 31%$5.65 458 2,363 70%$5.65 432 2,259 66%$5.65 419 2,180 64%$5.50 387 1,863 55% 0800 - 0900 $5.15 270 1,042 31%$5.15 269 1,972 58%$5.15 238 1,921 57%$5.15 246 2,099 62%$4.95 243 1,824 54% 0900 - 1000 $4.10 434 1,288 38%$4.10 282 1,795 53%$4.10 253 1,540 45%$4.10 262 2,117 62%$4.10 290 2,007 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 $3.05 742 2,488 73%$3.05 742 2,541 75%$3.05 770 2,596 76%$3.05 765 2,625 77%$3.05 661 2,029 60% 0500 - 0600 $4.95 756 2,475 73%$4.95 886 2,651 78%$4.95 808 2,475 73%$4.95 853 2,738 81%$4.70 751 2,523 74% 0600 - 0700 $5.15 583 2,200 65%$5.15 552 2,231 66%$5.15 601 2,296 68%$5.15 583 2,160 64%$4.95 592 2,076 61% 0700 - 0800 $5.65 420 2,158 63%$5.65 450 2,263 67%$5.65 465 2,287 67%$5.65 421 2,135 63%$5.50 397 1,938 57% 0800 - 0900 $5.15 267 1,851 54%$5.15 258 2,196 65%$5.15 280 2,187 64%$5.15 272 2,148 63%$4.95 231 1,870 55% 0900 - 1000 $4.10 255 2,029 60%$4.10 244 2,156 63%$4.10 240 2,212 65%$4.10 251 2,159 64%$4.10 242 1,746 51% Thursday 02/27/20 Friday 02/28/20 Thursday 02/20/20 Friday 02/21/20 Monday 02/24/20 Tuesday 02/25/20 Wednesday 02/26/20 Thursday 02/13/20 Friday 02/14/20 Monday 02/17/20 Tuesday 02/18/20 Wednesday 02/19/20 Thursday 02/06/20 Friday 02/07/20 Monday 02/10/20 Tuesday 02/11/20 Wednesday 02/12/20 Monday 02/03/20 Tuesday 02/04/20 Wednesday 02/05/20 8 OCTA OP ERATIONAL HIGHLIGHTS On-road Operations OCTA Customer Assistance Specialists (CAS) responded to 84 calls during the month of February. Of those calls, 69 were to assist disabled vehicles and 9 calls to remove debris. The CAS provided assistance to 6 accidents in the Express Lanes with 5 of those accidents originated from the SR91 general-purpose lanes. Electronic Toll and Traffic Management System Project Update Kapsch TrafficCom USA, Inc., (Kapsch), the toll lanes system integrator for the 91 Express Lanes, completed the replacement of the Electronic Toll and Traffic Management (ETTM) system at the current toll gantries. This new lane system is reading both the new 6C transponder protocol as well as the legacy Title 21 protocol. The next phase of the project entails the replacement of the closed-circuit television cameras along the corridor. New toll gantries will be constructed at the three entrances of the OCTA 91 Express Lanes after which Kapsch will install new ETTM equipment on the entrance gantries. 6C Transition Update In February, changes to the back-office system to incorporate the new 6C transponder protocol were completed. During the month, the 91 Express Lanes continued to send letters to customers notifying them of the transition to 6C, as well as changes to the account plans, user agreement and privacy policy. Distribution of the new welcome kit and sticker transponders commenced in February. It is envisioned the distribution of the new transponders to all the customers will take place over several months. 9 FINANCIAL HIGHLIGHTS OCTA Capital Asset Activity During the eight months ending February 29, 2020, capital asset activities included $195,292 for the ETTM system project, $297,339 for the new back-office/account management system, $5,920 for computer equipment and $325,411 for transponder purchases. 10 OPERATIONS OVERVIEW RCTC TRAFFIC AND REVENUE STATISTICS FOR RCTC Total traffic volume on the 91 Express Lanes for February 2020 was 1,241,893. This represents a daily average of 42,824 vehicles. This is a 11% increase in total traffic volume from the same period last year, which totaled 1,118,546. Potential toll revenue for the month was $5,610,397, which represents an increase of 24.8% from the prior year’s total of $4,495,410. Carpool percentage for January was 22.68% as compared to the previous year’s rate of 23.74%. Month-to-date 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 Express Lanes and associated potential revenue for the month of February 2020. Current Month-to-Date (MTD) as of February 29, 2020 Trips FEB-20 MTD Actual Stantec MTD Projected # Variance % Variance FEB-19 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 960,256 922,471 37,785 4.1% 853,001 12.6% 3+ Lanes 281,637 289,771 (8,134)(2.8%)265,545 6.1% Total Gross Trips 1,241,893 1,212,243 29,650 2.4% 1,118,546 11.0% Revenue Full Toll Lanes $5,579,936 $3,716,771 $1,863,165 50.1% $4,459,143 25.1% 3+ Lanes $30,461 $0 $30,461 $36,267 (16.0%) Total Gross Revenue $5,610,397 $3,716,771 $1,893,626 50.9% $4,495,410 24.8% Average Revenue per Trip Average Full Toll Lanes $5.81 $4.03 $1.78 44.2% $5.23 11.1% Average 3+ Lanes $0.11 $0.00 $0.11 $0.14 (21.4%) Average Gross Revenue $4.52 $3.07 $1.45 47.2% $4.02 12.4% 11 The 2020 fiscal year-to-date (YTD) traffic volume is 4.6% higher when compared with the same period last year. The 2020 fiscal year-to-date revenue is 21.7% higher than for the same period last year. The traffic and revenue increases are attributed to higher demand and increased toll rates to manage the demand. Year-to-date average revenue per-trip is $4.30. Fiscal year-to-date 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 Express Lanes and associated potential revenue for the month s of July 2019 through February 2020. FY 2019-20 Year to Date as of February 29, 2020 Trips FY 2019-20 YTD Actual Stantec YTD Projected # Variance % Variance FY 2018-19 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 7,903,204 7,773,214 129,990 1.7%7,528,336 5.0% 3+ Lanes 2,481,489 2,517,143 (35,654)(1.4%)2,402,812 3.3% Total Gross Trips 10,384,693 10,290,357 94,336 0.9%9,931,148 4.6% Revenue Full Toll Lanes $44,359,901 $30,728,100 $13,631,801 44.4%$36,383,686 21.9% 3+ Lanes $284,274 $0 $284,274 $288,561 (1.5%) Total Gross Revenue $44,644,175 $30,728,100 $13,916,075 45.3%$36,672,246 21.7% Average Revenue per Trip Average Full Toll Lanes $5.61 $3.95 $1.66 42.0%$4.83 16.1% Average 3+ Lanes $0.11 $0.00 $0.11 $0.12 (8.3%) Average Gross Revenue $4.30 $2.99 $1.31 43.8%$3.69 16.5% 12 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between Full Toll lanes and HOV3+ lanes for FY 2019-20 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll lanes and HOV3+ lanes for FY 2019-20 on a monthly basis. 960,601 1,040,805 984,484 1,034,686 959,129 945,151 973,936 960,256 354,489 361,276 315,806 313,543 315,057 309,435 291,433 281,637 0 175,000 350,000 525,000 700,000 875,000 1,050,000 1,225,000 1,400,000 1,575,000 Jul-19 Aug-19 Sep-19 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Vo l u m e Month FY 2019-20 Traffic Volume Overview Full Toll Lanes 3+ Lanes $5,213,968 $5,588,508 $5,326,713 $6,320,045 $5,301,867 $5,238,975 $5,789,888 $5,579,936 $43,333 $45,015 $34,653 $26,718 $28,411 $38,169 $37,514 $30,461 $2,800,000 $3,200,000 $3,600,000 $4,000,000 $4,400,000 $4,800,000 $5,200,000 $5,600,000 $6,000,000 $6,400,000 $6,800,000 Jul-19 Aug-19 Sep-19 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Re v e n u e Month FY 2019-20 Revenue Summary Full Toll Lanes 3+ Lanes 13 RCTC PEAK -HOUR VOLUMES RCTC evaluates traffic volumes for peak period hours and either increases or decreases tolls according to the toll rate policy. Hours that are highlighted in yellow were flagged for continued evaluation. The next quarterly adjustment is scheduled for April 1, 2020. 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 $5.30 209 919 1,128 D $6.95 196 974 1,170 D $9.00 208 1,010 1,218 E $11.85 203 1,011 1,214 E $21.00 307 1,147 1,454 F 1500 - 1600 $7.35 265 947 1,212 E $6.95 295 898 1,193 D $9.90 272 912 1,184 D $11.35 317 1,035 1,352 F $18.70 384 954 1,338 F 1600 - 1700 $5.30 181 858 1,039 D $5.30 154 924 1,078 D $5.30 166 961 1,127 D $7.50 206 901 1,107 D $10.45 226 1,005 1,231 E 1700 - 1800 $5.30 219 799 1,018 D $5.30 193 771 964 C $5.30 210 862 1,072 D $5.30 220 807 1,027 D $6.95 242 897 1,139 D 1800 - 1900 $5.30 242 667 909 C $5.30 296 799 1,095 D $5.30 263 753 1,016 D $5.30 283 850 1,133 D $5.30 354 845 1,199 D 1900 - 2000 $2.25 198 462 660 B $4.20 252 724 976 C $5.30 265 650 915 C $5.30 257 773 1,030 D $5.30 311 767 1,078 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 $5.30 202 858 1,060 D $6.95 199 994 1,193 D $9.00 242 1,133 1,375 F $11.85 240 1,137 1,377 F $21.00 415 1,257 1,672 F 1500 - 1600 $7.35 290 929 1,219 E $6.95 291 971 1,262 E $9.90 301 915 1,216 E $11.35 315 1,101 1,416 F $18.70 387 810 1,197 D 1600 - 1700 $5.30 208 899 1,107 D $5.30 190 927 1,117 D $5.30 193 940 1,133 D $7.50 233 1,053 1,286 E $10.45 359 1,216 1,575 F 1700 - 1800 $5.30 183 748 931 C $5.30 206 889 1,095 D $5.30 230 938 1,168 D $5.30 254 876 1,130 D $6.95 425 1,328 1,753 F 1800 - 1900 $5.30 255 808 1,063 D $5.30 289 804 1,093 D $5.30 274 869 1,143 D $5.30 288 898 1,186 D $5.30 365 1,121 1,486 F 1900 - 2000 $2.25 194 565 759 B $4.20 208 664 872 C $5.30 252 725 977 C $5.30 297 903 1,200 D $5.30 438 936 1,374 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 $5.30 291 857 1,148 D $6.95 193 1,022 1,215 E $9.00 197 1,077 1,274 E $11.85 244 1,012 1,256 E $21.00 320 1,151 1,471 F 1500 - 1600 $7.35 392 875 1,267 E $6.95 261 815 1,076 D $9.90 334 937 1,271 E $11.35 314 1,082 1,396 F $18.70 353 873 1,226 E 1600 - 1700 $5.30 234 740 974 C $5.30 203 974 1,177 D $5.30 193 1,005 1,198 D $7.50 234 983 1,217 E $10.45 200 997 1,197 D 1700 - 1800 $5.30 254 665 919 C $5.30 192 909 1,101 D $5.30 224 856 1,080 D $5.30 208 836 1,044 D $6.95 243 956 1,199 D 1800 - 1900 $5.30 221 507 728 B $5.30 299 759 1,058 D $5.30 309 731 1,040 D $5.30 276 867 1,143 D $5.30 312 929 1,241 E 1900 - 2000 $2.25 223 380 603 B $4.20 251 675 926 C $5.30 273 687 960 C $5.30 284 925 1,209 E $5.30 284 774 1,058 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 $5.30 230 998 1,228 E $6.95 188 1,024 1,212 E $9.00 219 1,094 1,313 F $11.85 227 1,093 1,320 F $21.00 303 1,153 1,456 F 1500 - 1600 $7.35 294 930 1,224 E $6.95 282 926 1,208 E $9.90 259 767 1,026 D $11.35 328 1,087 1,415 F $18.70 331 909 1,240 E 1600 - 1700 $5.30 168 849 1,017 D $5.30 174 932 1,106 D $5.30 210 1,010 1,220 E $7.50 206 1,035 1,241 E $10.45 248 1,002 1,250 E 1700 - 1800 $5.30 186 811 997 C $5.30 203 808 1,011 D $5.30 226 863 1,089 D $5.30 230 897 1,127 D $6.95 270 968 1,238 E 1800 - 1900 $5.30 244 823 1,067 D $5.30 271 734 1,005 D $5.30 268 794 1,062 D $5.30 290 835 1,125 D $5.30 334 833 1,167 D 1900 - 2000 $2.25 213 602 815 C $4.20 264 735 999 C $5.30 259 769 1,028 D $5.30 231 704 935 C $5.30 296 741 1,037 D Thursday 02/06/20 Friday 02/07/20Monday Monday 02/10/20 Tuesday 02/11/20 Wednesday 02/12/20 Wednesday 02/05/20 Monday 02/24/20 Tuesday 02/25/20 Wednesday 02/26/20 Wednesday 02/19/20Monday02/17/20 Tuesday 02/18/20 Thursday 02/27/20 02/03/20 Tuesday 02/04/20 Thursday Thursday 02/20/20 Friday 02/21/20 02/13/20 Friday 02/14/20 Friday 02/28/20 14 Eastbound PM Peak - County Line to I-15 South 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 $2.95 94 648 742 B $5.30 101 758 859 C $5.30 106 702 808 C $5.30 103 733 836 C $5.30 140 749 889 C 1500 - 1600 $5.30 127 702 829 C $2.95 142 662 804 C $2.95 128 692 820 C $5.30 149 766 915 C $2.95 150 587 737 B 1600 - 1700 $2.95 106 614 720 B $2.95 89 645 734 B $2.95 103 658 761 B $2.95 110 653 763 B $2.95 109 696 805 C 1700 - 1800 $2.95 117 576 693 B $2.95 95 637 732 B $2.95 100 650 750 B $2.95 104 533 637 B $2.95 97 616 713 B 1800 - 1900 $2.95 131 482 613 B $2.95 158 583 741 B $2.95 131 611 742 B $2.95 156 605 761 B $2.95 162 546 708 B 1900 - 2000 $2.95 129 344 473 B $2.95 165 518 683 B $2.95 135 488 623 B $2.95 164 578 742 B $2.95 166 430 596 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 $2.95 101 707 808 C $5.30 116 761 877 C $5.30 112 765 877 C $5.30 115 800 915 C $5.30 143 611 754 B 1500 - 1600 $5.30 127 719 846 C $2.95 122 681 803 C $2.95 133 728 861 C $5.30 125 788 913 C $2.95 107 469 576 B 1600 - 1700 $2.95 79 615 694 B $2.95 91 731 822 C $2.95 88 697 785 B $2.95 120 684 804 C $2.95 88 361 449 B 1700 - 1800 $2.95 96 554 650 B $2.95 105 645 750 B $2.95 99 605 704 B $2.95 92 588 680 B $2.95 60 230 290 A 1800 - 1900 $2.95 142 609 751 B $2.95 140 634 774 B $2.95 138 596 734 B $2.95 148 647 795 B $2.95 140 366 506 B 1900 - 2000 $2.95 115 408 523 B $2.95 134 477 611 B $2.95 161 548 709 B $2.95 150 644 794 B $2.95 211 493 704 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 $2.95 165 590 755 B $5.30 123 724 847 C $5.30 123 736 859 C $5.30 120 784 904 C $5.30 134 837 971 C 1500 - 1600 $5.30 205 606 811 C $2.95 138 570 708 B $2.95 150 629 779 B $5.30 141 745 886 C $2.95 129 590 719 B 1600 - 1700 $2.95 124 530 654 B $2.95 98 695 793 B $2.95 117 669 786 B $2.95 115 702 817 C $2.95 91 608 699 B 1700 - 1800 $2.95 136 496 632 B $2.95 97 641 738 B $2.95 121 612 733 B $2.95 102 589 691 B $2.95 102 588 690 B 1800 - 1900 $2.95 149 339 488 B $2.95 131 593 724 B $2.95 151 571 722 B $2.95 142 566 708 B $2.95 154 522 676 B 1900 - 2000 $2.95 146 238 384 A $2.95 158 537 695 B $2.95 181 532 713 B $2.95 168 611 779 B $2.95 166 514 680 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 $2.95 124 753 877 C $5.30 109 741 850 C $5.30 112 777 889 C $5.30 98 742 840 C $5.30 139 782 921 C 1500 - 1600 $5.30 141 652 793 B $2.95 133 660 793 B $2.95 121 547 668 B $5.30 132 790 922 C $2.95 163 598 761 B 1600 - 1700 $2.95 112 616 728 B $2.95 85 662 747 B $2.95 105 802 907 C $2.95 115 772 887 C $2.95 125 715 840 C 1700 - 1800 $2.95 104 601 705 B $2.95 88 629 717 B $2.95 108 571 679 B $2.95 100 587 687 B $2.95 125 578 703 B 1800 - 1900 $2.95 147 583 730 B $2.95 130 516 646 B $2.95 137 583 720 B $2.95 134 605 739 B $2.95 161 570 731 B 1900 - 2000 $2.95 134 463 597 B $2.95 170 591 761 B $2.95 167 578 745 B $2.95 141 542 683 B $2.95 162 465 627 B Wednesday 02/05/20 Thursday 02/06/20 Friday 02/07/20 Monday 02/10/20 Tuesday 02/11/20 Monday 02/03/20 Tuesday 02/04/20 Thursday 02/20/20 Friday 02/21/20Monday02/17/20 Tuesday 02/18/20 Wednesday 02/19/20 Wednesday 02/12/20 Thursday 02/13/20 Friday 02/14/20 Wednesday 02/26/20 Thursday 02/27/20 Friday 02/28/20Monday02/24/20 Tuesday 02/25/20 15 RCTC W ESTBOUND PEAK -HOUR VOLUMES Eastbound PM Peak - County Line to I-15 South 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 $2.95 94 648 742 B $5.30 101 758 859 C $5.30 106 702 808 C $5.30 103 733 836 C $5.30 140 749 889 C 1500 - 1600 $5.30 127 702 829 C $2.95 142 662 804 C $2.95 128 692 820 C $5.30 149 766 915 C $2.95 150 587 737 B 1600 - 1700 $2.95 106 614 720 B $2.95 89 645 734 B $2.95 103 658 761 B $2.95 110 653 763 B $2.95 109 696 805 C 1700 - 1800 $2.95 117 576 693 B $2.95 95 637 732 B $2.95 100 650 750 B $2.95 104 533 637 B $2.95 97 616 713 B 1800 - 1900 $2.95 131 482 613 B $2.95 158 583 741 B $2.95 131 611 742 B $2.95 156 605 761 B $2.95 162 546 708 B 1900 - 2000 $2.95 129 344 473 B $2.95 165 518 683 B $2.95 135 488 623 B $2.95 164 578 742 B $2.95 166 430 596 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 $2.95 101 707 808 C $5.30 116 761 877 C $5.30 112 765 877 C $5.30 115 800 915 C $5.30 143 611 754 B 1500 - 1600 $5.30 127 719 846 C $2.95 122 681 803 C $2.95 133 728 861 C $5.30 125 788 913 C $2.95 107 469 576 B 1600 - 1700 $2.95 79 615 694 B $2.95 91 731 822 C $2.95 88 697 785 B $2.95 120 684 804 C $2.95 88 361 449 B 1700 - 1800 $2.95 96 554 650 B $2.95 105 645 750 B $2.95 99 605 704 B $2.95 92 588 680 B $2.95 60 230 290 A 1800 - 1900 $2.95 142 609 751 B $2.95 140 634 774 B $2.95 138 596 734 B $2.95 148 647 795 B $2.95 140 366 506 B 1900 - 2000 $2.95 115 408 523 B $2.95 134 477 611 B $2.95 161 548 709 B $2.95 150 644 794 B $2.95 211 493 704 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 $2.95 165 590 755 B $5.30 123 724 847 C $5.30 123 736 859 C $5.30 120 784 904 C $5.30 134 837 971 C 1500 - 1600 $5.30 205 606 811 C $2.95 138 570 708 B $2.95 150 629 779 B $5.30 141 745 886 C $2.95 129 590 719 B 1600 - 1700 $2.95 124 530 654 B $2.95 98 695 793 B $2.95 117 669 786 B $2.95 115 702 817 C $2.95 91 608 699 B 1700 - 1800 $2.95 136 496 632 B $2.95 97 641 738 B $2.95 121 612 733 B $2.95 102 589 691 B $2.95 102 588 690 B 1800 - 1900 $2.95 149 339 488 B $2.95 131 593 724 B $2.95 151 571 722 B $2.95 142 566 708 B $2.95 154 522 676 B 1900 - 2000 $2.95 146 238 384 A $2.95 158 537 695 B $2.95 181 532 713 B $2.95 168 611 779 B $2.95 166 514 680 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 $2.95 124 753 877 C $5.30 109 741 850 C $5.30 112 777 889 C $5.30 98 742 840 C $5.30 139 782 921 C 1500 - 1600 $5.30 141 652 793 B $2.95 133 660 793 B $2.95 121 547 668 B $5.30 132 790 922 C $2.95 163 598 761 B 1600 - 1700 $2.95 112 616 728 B $2.95 85 662 747 B $2.95 105 802 907 C $2.95 115 772 887 C $2.95 125 715 840 C 1700 - 1800 $2.95 104 601 705 B $2.95 88 629 717 B $2.95 108 571 679 B $2.95 100 587 687 B $2.95 125 578 703 B 1800 - 1900 $2.95 147 583 730 B $2.95 130 516 646 B $2.95 137 583 720 B $2.95 134 605 739 B $2.95 161 570 731 B 1900 - 2000 $2.95 134 463 597 B $2.95 170 591 761 B $2.95 167 578 745 B $2.95 141 542 683 B $2.95 162 465 627 B Wednesday 02/05/20 Thursday 02/06/20 Friday 02/07/20 Monday 02/10/20 Tuesday 02/11/20 Monday 02/03/20 Tuesday 02/04/20 Thursday 02/20/20 Friday 02/21/20Monday02/17/20 Tuesday 02/18/20 Wednesday 02/19/20 Wednesday 02/12/20 Thursday 02/13/20 Friday 02/14/20 Wednesday 02/26/20 Thursday 02/27/20 Friday 02/28/20Monday02/24/20 Tuesday 02/25/20 16 Eastbound PM Peak - County Line to I-15 South 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 $2.95 94 648 742 B $5.30 101 758 859 C $5.30 106 702 808 C $5.30 103 733 836 C $5.30 140 749 889 C 1500 - 1600 $5.30 127 702 829 C $2.95 142 662 804 C $2.95 128 692 820 C $5.30 149 766 915 C $2.95 150 587 737 B 1600 - 1700 $2.95 106 614 720 B $2.95 89 645 734 B $2.95 103 658 761 B $2.95 110 653 763 B $2.95 109 696 805 C 1700 - 1800 $2.95 117 576 693 B $2.95 95 637 732 B $2.95 100 650 750 B $2.95 104 533 637 B $2.95 97 616 713 B 1800 - 1900 $2.95 131 482 613 B $2.95 158 583 741 B $2.95 131 611 742 B $2.95 156 605 761 B $2.95 162 546 708 B 1900 - 2000 $2.95 129 344 473 B $2.95 165 518 683 B $2.95 135 488 623 B $2.95 164 578 742 B $2.95 166 430 596 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 $2.95 101 707 808 C $5.30 116 761 877 C $5.30 112 765 877 C $5.30 115 800 915 C $5.30 143 611 754 B 1500 - 1600 $5.30 127 719 846 C $2.95 122 681 803 C $2.95 133 728 861 C $5.30 125 788 913 C $2.95 107 469 576 B 1600 - 1700 $2.95 79 615 694 B $2.95 91 731 822 C $2.95 88 697 785 B $2.95 120 684 804 C $2.95 88 361 449 B 1700 - 1800 $2.95 96 554 650 B $2.95 105 645 750 B $2.95 99 605 704 B $2.95 92 588 680 B $2.95 60 230 290 A 1800 - 1900 $2.95 142 609 751 B $2.95 140 634 774 B $2.95 138 596 734 B $2.95 148 647 795 B $2.95 140 366 506 B 1900 - 2000 $2.95 115 408 523 B $2.95 134 477 611 B $2.95 161 548 709 B $2.95 150 644 794 B $2.95 211 493 704 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 $2.95 165 590 755 B $5.30 123 724 847 C $5.30 123 736 859 C $5.30 120 784 904 C $5.30 134 837 971 C 1500 - 1600 $5.30 205 606 811 C $2.95 138 570 708 B $2.95 150 629 779 B $5.30 141 745 886 C $2.95 129 590 719 B 1600 - 1700 $2.95 124 530 654 B $2.95 98 695 793 B $2.95 117 669 786 B $2.95 115 702 817 C $2.95 91 608 699 B 1700 - 1800 $2.95 136 496 632 B $2.95 97 641 738 B $2.95 121 612 733 B $2.95 102 589 691 B $2.95 102 588 690 B 1800 - 1900 $2.95 149 339 488 B $2.95 131 593 724 B $2.95 151 571 722 B $2.95 142 566 708 B $2.95 154 522 676 B 1900 - 2000 $2.95 146 238 384 A $2.95 158 537 695 B $2.95 181 532 713 B $2.95 168 611 779 B $2.95 166 514 680 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 $2.95 124 753 877 C $5.30 109 741 850 C $5.30 112 777 889 C $5.30 98 742 840 C $5.30 139 782 921 C 1500 - 1600 $5.30 141 652 793 B $2.95 133 660 793 B $2.95 121 547 668 B $5.30 132 790 922 C $2.95 163 598 761 B 1600 - 1700 $2.95 112 616 728 B $2.95 85 662 747 B $2.95 105 802 907 C $2.95 115 772 887 C $2.95 125 715 840 C 1700 - 1800 $2.95 104 601 705 B $2.95 88 629 717 B $2.95 108 571 679 B $2.95 100 587 687 B $2.95 125 578 703 B 1800 - 1900 $2.95 147 583 730 B $2.95 130 516 646 B $2.95 137 583 720 B $2.95 134 605 739 B $2.95 161 570 731 B 1900 - 2000 $2.95 134 463 597 B $2.95 170 591 761 B $2.95 167 578 745 B $2.95 141 542 683 B $2.95 162 465 627 B Wednesday 02/05/20 Thursday 02/06/20 Friday 02/07/20 Monday 02/10/20 Tuesday 02/11/20 Monday 02/03/20 Tuesday 02/04/20 Thursday 02/20/20 Friday 02/21/20Monday02/17/20 Tuesday 02/18/20 Wednesday 02/19/20 Wednesday 02/12/20 Thursday 02/13/20 Friday 02/14/20 Wednesday 02/26/20 Thursday 02/27/20 Friday 02/28/20Monday02/24/20 Tuesday 02/25/20 17 RCTC O P ERATIONAL HIGHLIGHTS On-road Operations RCTC Freeway Service Patrol (FSP) responded to 72 calls during the month of February. Of those calls, 56 were to assist disabled vehicles, 8 calls to remove debris and 8 were in response to accidents in the Express Lanes. 6C Transponder Technology In February, the 91 Express Lanes continued to send letters to customers notifying them of the transition to the new 6C protocol, as well as changes to the account plans, user agreement and privacy policy. Distribution of the new welcome kit, which includes mounting instructions and the new sticker transponders commenced in February. It is envisioned the distribution of the new transponders to all the customers will take place over several months. 18 FINANCIAL HIGHLIGHTS RCTC RCTC 91 Express Lanes Operating Statement 2/29/2020 Description Budget Dollar $Percent (%) Operating revenues: Toll Revenue 40,575,423.24$ 41,280,533.33$ (705,110.09)$ (1.7) Fee Revenue 5,550,843.78 3,520,200.00 2,030,643.78 57.7 Total operating revenues 46,126,267.02 44,800,733.33 1,325,533.69 3.0 Operating expenses: Salaries and Benefits 516,929.73 902,266.67 385,336.94 42.7 Legal Services 145,178.94 233,333.33 88,154.39 37.8 Advisory Services 46,070.58 50,000.00 3,929.42 7.9 Audit and Accounting Fees 46,000.00 31,333.33 (14,666.67) (46.8) Service Fees 2,706.21 17,333.33 14,627.12 84.4 Other Professional Services 181,899.54 1,653,000.00 1,471,100.46 89.0 Lease Expense 144,476.19 171,000.00 26,523.81 15.5 Operations 2,047,745.70 2,419,000.00 371,254.30 15.3 Utilities 28,344.96 41,666.67 13,321.71 32.0 Supplies and Materials 123.62 3,333.33 3,209.71 96.3 Membership and Subscription Fees 20,306.75 16,666.67 (3,640.08) (21.8) Office Equipment & Furniture (Non-Capital)747.12 3,333.33 2,586.21 77.6 Maintenance/Repairs 116,951.15 233,200.00 116,248.85 49.8 Training Seminars and Conferences 350.00 3,000.00 2,650.00 88.3 Transportation Expenses 2,369.93 5,000.00 2,630.07 52.6 Lodging 2,455.52 4,666.67 2,211.15 47.4 Meals 622.88 666.67 43.79 6.6 Other Staff Expenses 524.65 666.67 142.02 21.3 Advertising 6,776.63 126,666.67 119,890.04 94.7 Program Management 44,071.70 - (44,071.70) N/A Program Operations 5,113,688.16 7,771,133.33 2,657,445.17 34.2 Litigation Settlement - 6,666.67 6,666.67 100.0 Furniture & Equipment 340,518.76 500,000.00 159,481.24 31.9 Improvements 16,032.27 10,733.33 (5,298.94) (49.4) Depreciation 5,391,972.02 #- (5,391,972.02) N/A Bad Debt Expense 9.40 - (9.40) N/A Total operating expenses 14,216,872.41 14,204,666.67 (12,205.74) (0.1) Operating income (loss)31,909,394.61 30,596,066.67 1,313,327.94 4.3 Nonoperating revenues (expenses): Interest Revenue 2,228,813.71 892,666.67 1,336,147.04 (149.7) Other Miscellaneous Revenue (860.87) - (860.87) N/A Interest Expense (14,346,501.75) #(4,746,600.00) (9,599,901.75) 202.2 Total nonoperating revenues (expenses)(16,221,544.78) (3,853,933.33) (12,367,611.45) (320.9) Transfers In - - - N/A Transfers Out (605,300.00) (2,039,666.67) 1,434,366.67 (70.3) Net income (loss)15,082,549.83$ 24,702,466.67$ (9,619,916.84)$ (38.9) 1 Unaudited 2 Depreciation is not a budgeted expense 3 Amount includes accrued compounded interest for the 91 Project Transportation Infrastructure Finance and Innovation Act (TIFIA) loan and accreted interest on the 2013 Toll Revenue Bonds Series B (capital appreciation). $10.8 million of the $14.3 million interest cost will not be paid in the current year and therefore not included in the FY 2019/20 budget YTD as of : YTD Variance Actual1 19 JOINT AGENCY TRIP AND REVENUE STATISTICS JOINT AGENCY TRAFFIC STATISTICS MULTI AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING February 29, 2020 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 688,407 454,845 66%1,801,690$ RCTC 681,202 454,845 67%3,762,812$ I-15 298,225 201,093 67%1,584,421$ McKinley 382,977 253,752 66%2,178,391$ Eastbound OCTA 732,420 414,286 57%2,576,388$ RCTC 560,691 414,286 74%1,847,586$ I-15 208,879 164,534 79%499,087$ McKinley 351,812 249,752 71%1,348,498$ 66%57%67%74% - 100,000 200,000 300,000 400,000 500,000 600,000 700,000 800,000 OCTA RCTC OCTA RCTC Westbound Eastbound Joint Agency Traffic Statistics OCTA Transactions RCTC Transactions % of OCTA Transactions Using Both Segments % of RCTC Transactions Using Both Segments 20 JOINT AGENCY PER FORMANCE MEASURES JOINT AGENCY TRANSPONDER DISTRIBUTION At the end of February 2020, the 91 Express Lanes had 150,416 active customer accounts and 273,694 transponders classified as Assigned. Feb-20 Performance CUSTOMER SERVICE **Call Wait Time Monthly Not to exceed 2 minutes 2:53 Abandon Rate Monthly No more than 4.0% 4.2% Customer Satisfaction Monthly At least 75 outbound calls 76 VIOLATION PROCESSING Response Time Monthly Within 2 business days of receipt 1.3 CUSA Violation Collection Rate Quarterly 70% or more 60% CUSA Violation Collection Rate Annually 74% or more 67% TRAFFIC OPERATIONS Initial & Secondary Reviews Monthly Equal to or less than 15 days 1.1 *Plate Misread Errors Monthly Equal to or less than 0.4% 0.01% CAS Response Time Monthly 0:20 (minutes) per call 0:08 ACCOUNTING Monthly No more than 3 0 Monthly No more than 3 0 INFORMATION TECHNOLOGY Back-office System Uptime Monthly 99% Availability 100% Network Uptime Monthly 99% Availability 100% CUSA = Cofiroute USA; CAS = OCTA Customer Assistance Specialists * Plate Misread Error performance is current after a 60-day hold-back period; therefore, percentage reported here is for 2 months prior to the month of this report. ** Call Wait Time KPI impacted by higher talk times due to 6C program implementation. OCTA Exceptions RCTC Exceptions REPORTING REQUIREMENT Reporting Period PERFORMANCE STANDARD Tags % of Total Tags % of Total Issued To New Accounts 629 77.4%1,061 40.2%1,215 50.1% Additional Tags to Existing Accounts 82 10.1%801 30.4%713 29.4% Replacement Transponders 102 12.5%775 29.4%496 20.5% Total Issued 813 2,637 2,424 Returned Account Closures 335 18.2%449 33.3%454 35.5% Accounts Downsizing 270 14.7%162 12.0%169 13.2% Defective Transponders 1,235 67.1%739 54.7%656 51.3% Total Returned 1,840 1,350 1,280 FY 2019-20T21 TRANSPONDER DISTRIBUTION February-20 January-20 Average To-Date 21 Number of Accounts by Fiscal Year As of February 29, 2020 Incoming Email Activity During February, the Anaheim Processing Center received 3,411 emails. 114,556 114,138 112,584 112,473 112,929 113,672 116,813 119,782 130,048 140,694 148,054 150,416 - 20,000 40,000 60,000 80,000 100,000 120,000 140,000 160,000 Fiscal Year ATTACHMENT C Orange County Transportation Authority Riverside County Transportation Commission Status Report March 2020 As of March 31, 2020 2 Table of Contents Operations Overview OCTA ....................................................................................................... 3 Traffic and Revenue Statistics for OCTA .................................................................................... 3 OCTA Traffic and Revenue Summary ........................................................................................ 5 OCTA Eastbound Peak-Hour Volumes ...................................................................................... 6 OCTA Westbound Peak-Hour Volumes ..................................................................................... 7 OCTA Operational Highlights ..................................................................................................... 8 Financial Highlights OCTA ......................................................................................................... 9 Operations Overview RCTC ......................................................................................................10 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 Incoming Email Activity .............................................................................................................21 3 OPERATIONS OVERVIEW OCTA TRAFFIC AND REVENUE STATISTICS FOR OCTA Total traffic volume on the 91 Express Lanes for March 2020 was 905,400. This represents a daily average of 29,206 vehicles. This is a 41.2% decrease in total traffic volume from the same period last year, which totaled 1,539,257. Potential toll revenue for March was $2,916,062, which represents a decrease of 35.8% from the prior year’s total of $4,542,427. Carpool percentage for March was 22.68% as compared to the previous year’s rate of 26.10%. The decreases were attributed to the COVID-19 pandemic and California Governor Gavin Newsom’s orders for residents to self- quarantine and refrain from non-essential travel. Month-to-date traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the OCTA 91 Express Lanes and associated potential revenue for the month of March 2020. Current Month-to-Date (MTD) as of March 31, 2020 4 The 2020 fiscal year-to-date traffic volume decreased by 2% and potential toll revenue increased by 0.7%, when compared with the same period last year. Year-to-date average revenue per-trip is $3.05. Fiscal year-to-date 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 Express Lanes and associated potential revenue for the month s of July 2019 through March 2020. FY 2019-20 Year to Date as of March 31, 2020 5 O CTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between Full Toll trips and HOV3+ trips for FY 2019-20 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll trips and HOV3+ trips for FY 2019-20 on a monthly basis. 1,102,555 1,134,132 1,095,487 1,167,703 1,066,864 1,059,346 1,089,159 1,077,494 700,041 443,307 411,599 382,094 359,588 368,156 380,890 357,182 343,333 205,359 0 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 1,600,000 Jul-19 Aug-19 Sep-19 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Vo l u m e Month FY 2019-20 Traffic Volume Overview Full Toll Lanes 3+ Lanes 4,362,568 4,595,283 4,373,645 4,718,326 4,328,417 4,269,308 4,482,172 4,316,423 2,871,629 76,363 75,879 66,703 70,758 56,691 68,991 71,325 61,655 44,433 $2,500,000 $3,000,000 $3,500,000 $4,000,000 $4,500,000 $5,000,000 Jul-19 Aug-19 Sep-19 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Re v e n u e Month FY 2019-20 Revenue Summary Full Toll Lanes 3+ Lanes Series3 6 OCTA EASTBOUND PEAK -HOUR VOLUMES Peak traffic hour in the eastbound direction reached or exceeded 90% or more of defined capacity 8 times during the month of March 2020. As demonstrated on the next chart, westbound peak hour traffic volumes top out at 80% of defined capacity. PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 383 2,666 78%$5.15 387 2,720 80%$5.15 443 3,008 88%$7.45 466 2,873 85%$7.85 525 3,227 95% 1500 - 1600 $5.50 556 2,782 82%$5.75 617 2,783 82%$7.75 599 2,848 84%$6.75 621 3,470 102%$8.65 634 2,608 77% 1600 - 1700 $5.35 436 3,055 90%$5.50 423 2,894 85%$7.50 412 2,459 72%$7.80 496 3,092 91%$8.45 447 2,605 77% 1700 - 1800 $5.30 507 3,153 93%$5.40 474 2,807 83%$6.40 510 3,001 88%$8.20 470 2,710 80%$7.05 535 2,954 87% 1800 - 1900 $5.50 648 2,730 80%$3.95 702 3,022 89%$3.95 673 3,042 89%$4.85 659 2,920 86%$6.55 657 2,727 80% 1900 - 2000 $3.85 457 1,816 53%$3.85 490 1,976 58%$3.85 588 2,307 68%$5.60 637 2,410 71%$6.05 609 2,058 61% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 377 2,555 75%$5.15 336 2,606 77%$5.15 379 2,743 81%$7.45 380 1,837 54%$7.85 420 2,854 84% 1500 - 1600 $5.50 575 3,130 92%$5.75 451 2,478 73%$7.75 584 3,134 92%$6.75 551 2,623 77%$8.65 580 2,540 75% 1600 - 1700 $5.35 461 3,010 89%$5.50 134 1,241 37%$7.50 394 2,796 82%$7.80 481 2,786 82%$8.45 363 2,485 73% 1700 - 1800 $5.30 479 3,089 91%$5.40 239 1,339 39%$6.40 458 2,293 67%$8.20 419 2,483 73%$7.05 391 2,259 66% 1800 - 1900 $5.50 589 2,534 75%$3.95 422 1,886 55%$3.95 488 2,427 71%$4.85 530 2,820 83%$6.55 485 1,950 57% 1900 - 2000 $3.85 422 1,532 45%$3.85 318 1,184 35%$3.85 426 1,688 50%$5.60 444 1,686 50%$6.05 421 1,332 39% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 350 2,168 64%$5.15 338 2,138 63%$5.15 296 1,737 51%$7.45 306 1,705 50%$7.85 283 1,619 48% 1500 - 1600 $5.50 482 2,680 79%$5.75 456 2,391 70%$7.75 448 2,142 63%$6.75 341 2,214 65%$8.65 299 1,412 42% 1600 - 1700 $5.35 362 2,376 70%$5.50 309 2,294 67%$7.50 293 1,992 59%$7.80 271 1,659 49%$8.45 190 1,260 37% 1700 - 1800 $5.30 349 2,310 68%$5.40 317 2,017 59%$6.40 278 1,641 48%$8.20 184 1,245 37%$7.05 194 1,070 31% 1800 - 1900 $5.50 381 1,551 46%$3.95 315 1,352 40%$3.95 225 1,073 32%$4.85 176 885 26%$6.55 171 729 21% 1900 - 2000 $3.85 224 840 25%$3.85 190 753 22%$3.85 159 582 17%$5.60 147 555 16%$6.05 137 432 13% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 184 1,071 32%$5.15 224 1,202 35%$5.15 198 1,119 33%$7.45 224 1,167 34%$7.85 239 1,286 38% 1500 - 1600 $5.50 207 1,360 40%$5.75 256 1,299 38%$7.75 266 1,325 39%$6.75 282 1,850 54%$8.65 258 1,337 39% 1600 - 1700 $5.35 166 1,064 31%$5.50 161 1,054 31%$7.50 159 1,100 32%$7.80 190 1,296 38%$8.45 174 1,080 32% 1700 - 1800 $5.30 138 889 26%$5.40 147 788 23%$6.40 136 767 23%$8.20 111 719 21%$7.05 178 842 25% 1800 - 1900 $5.50 111 429 13%$3.95 117 481 14%$3.95 116 516 15%$4.85 125 492 14%$6.55 132 515 15% 1900 - 2000 $3.85 78 284 8%$3.85 88 281 8%$3.85 79 254 7%$5.60 89 284 8%$6.05 110 343 10% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.15 191 1,019 30%$5.15 186 1,068 31% 1500 - 1600 $5.50 247 1,518 45%$5.75 297 1,438 42% 1600 - 1700 $5.35 146 1,264 37%$5.50 156 1,223 36% 1700 - 1800 $5.30 147 778 23%$5.40 129 810 24% 1800 - 1900 $5.50 113 411 12%$3.95 103 445 13% 1900 - 2000 $3.85 77 265 8%$3.85 69 240 7% Monday 03/30/20 Tuesday 03/31/20 Wednesday 04/01/20 Monday 03/23/20 Tuesday 03/24/20 Wednesday 03/25/20 Thursday 04/02/20 Friday 04/03/20 Thursday 03/19/20 Friday 03/20/20 Thursday 03/26/20 Friday 03/27/20 Monday 03/16/20 Tuesday 03/17/20 Wednesday 03/18/20 Friday 03/13/20Monday 03/09/20 Tuesday 03/10/20 Wednesday 03/11/20 Thursday 03/12/20 Thursday 03/05/20 Friday 03/06/20Monday 03/02/20 Tuesday 03/03/20 Wednesday 03/04/20 7 OCTA WE S TBOUND PEAK -HOUR VOLUMES AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 711 2,555 75%$3.05 804 2,711 80%$3.05 755 2,569 76%$3.05 804 2,606 77%$3.05 687 2,046 60% 0500 - 0600 $4.95 809 2,640 78%$4.95 197 486 14%$4.95 838 2,578 76%$4.95 884 2,713 80%$4.70 773 2,471 73% 0600 - 0700 $5.15 561 2,180 64%$5.15 55 241 7%$5.15 580 2,250 66%$5.15 581 2,103 62%$4.95 590 2,140 63% 0700 - 0800 $5.65 419 2,143 63%$5.65 364 1,752 52%$5.65 450 2,098 62%$5.65 493 2,147 63%$5.50 390 1,821 54% 0800 - 0900 $5.15 192 1,890 56%$5.15 119 978 29%$5.15 261 2,224 65%$5.15 221 2,088 61%$4.95 191 1,513 45% 0900 - 1000 $4.10 194 1,927 57%$4.10 243 2,092 62%$4.10 241 2,130 63%$4.10 273 2,175 64%$4.10 220 1,750 51% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 764 2,519 74%$3.05 698 2,070 61%$3.05 727 2,293 67%$3.05 718 2,291 67%$3.05 579 1,645 48% 0500 - 0600 $4.95 841 2,555 75%$4.95 886 2,473 73%$4.95 820 2,381 70%$4.95 658 2,033 60%$4.70 658 2,096 62% 0600 - 0700 $5.15 602 1,937 57%$5.15 569 1,869 55%$5.15 616 2,022 59%$5.15 562 1,798 53%$4.95 521 1,787 53% 0700 - 0800 $5.65 414 2,006 59%$5.65 434 2,008 59%$5.65 413 2,005 59%$5.65 394 1,935 57%$5.50 372 1,770 52% 0800 - 0900 $5.15 226 2,073 61%$5.15 209 2,054 60%$5.15 218 1,865 55%$5.15 189 1,748 51%$4.95 157 1,470 43% 0900 - 1000 $4.10 230 1,886 55%$4.10 188 2,215 65%$4.10 209 1,695 50%$4.10 179 1,911 56%$4.10 134 1,142 34% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 636 1,970 58%$3.05 590 1,789 53%$3.05 575 1,667 49%$3.05 488 1,443 42%$3.05 369 1,021 30% 0500 - 0600 $4.95 696 2,215 65%$4.95 740 2,128 63%$4.95 583 1,779 52%$4.95 493 1,528 45%$4.70 367 1,324 39% 0600 - 0700 $5.15 328 1,519 45%$5.15 352 1,648 48%$5.15 279 1,151 34%$5.15 213 872 26%$4.95 236 972 29% 0700 - 0800 $5.65 223 1,468 43%$5.65 157 1,062 31%$5.65 178 963 28%$5.65 125 813 24%$5.50 104 696 20% 0800 - 0900 $5.15 135 1,190 35%$5.15 107 945 28%$5.15 92 813 24%$5.15 62 708 21%$4.95 72 619 18% 0900 - 1000 $4.10 130 977 29%$4.10 119 830 24%$4.10 101 708 21%$4.10 90 604 18%$4.10 87 542 16% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 402 1,056 31%$3.05 368 965 28%$3.05 353 948 28%$3.05 333 880 26%$3.05 286 754 22% 0500 - 0600 $4.95 458 1,498 44%$4.95 447 1,506 44%$4.95 311 1,089 32%$4.95 391 1,362 40%$4.70 309 1,207 36% 0600 - 0700 $5.15 186 918 27%$5.15 147 728 21%$5.15 150 792 23%$5.15 124 729 21%$4.95 155 780 23% 0700 - 0800 $5.65 107 722 21%$5.65 92 636 19%$5.65 85 611 18%$5.65 74 606 18%$5.50 75 566 17% 0800 - 0900 $5.15 53 519 15%$5.15 37 488 14%$5.15 72 524 15%$5.15 59 453 13%$4.95 45 453 13% 0900 - 1000 $4.10 59 401 12%$4.10 59 427 13%$4.10 48 401 12%$4.10 58 415 12%$4.10 56 396 12% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.05 306 875 26%$3.05 310 824 24% 0500 - 0600 $4.95 367 1,407 41%$4.95 422 1,470 43% 0600 - 0700 $5.15 127 797 23%$5.15 144 728 21% 0700 - 0800 $5.65 70 567 17%$5.65 82 590 17% 0800 - 0900 $5.15 50 460 14%$5.15 55 478 14% 0900 - 1000 $4.10 55 373 11%$4.10 36 366 11% Thursday 04/02/20 Friday 04/03/20Monday 03/30/20 Tuesday 03/31/20 Wednesday 04/01/20 Thursday 03/26/20 Friday 03/27/20Monday 03/23/20 Tuesday 03/24/20 Wednesday 03/25/20 Thursday 03/19/20 Friday 03/20/20 Thursday 03/12/20 Monday 03/16/20 Tuesday 03/17/20 Wednesday 03/18/20 Thursday 03/05/20 Monday 03/09/20 Tuesday 03/10/20 Wednesday 03/11/20 Friday 03/13/20 Friday 03/06/20Monday 03/02/20 Tuesday 03/03/20 Wednesday 03/04/20 8 OCTA OP ERATIONAL HIGHLIGHTS On-road Operations OCTA Customer Assistance Specialists (CAS) responded to 78 calls during the month of March. Of those calls, 55 were to assist disabled vehicles and 13 calls to remove debris. The CAS provided assistance to 10 accidents in the Express Lanes with 4 of those accidents originated from the SR91 general-purpose lanes. 91 Express Lanes Toll Entrance Gantries Infrastructure Project Update OCTA will be contracting with the California Department of Transportation (Caltrans) to provide construction and construction management services for the 91 Express Lanes Toll Entrance Gantries Infrastructure Project. This project entails constructing new toll gantries infrastructures at the three entrances of the OCTA 91 Express Lanes. Construction of the gantries is scheduled to begin Fall 2020 and is expected to be completed in early 2021. Electronic Toll and Traffic Management System Project Update Kapsch TrafficCom USA, Inc., (Kapsch), the toll lanes system integrator for the 91 Express Lanes, completed the replacement of the Electronic Toll and Traffic Management (ETTM) system at the current toll gantries. This new lane system is reading both the new 6C transponder protocol as well as the legacy Title 21 protocol. The next phase of the project includes the replacement of the closed-circuit television cameras along the corridor. The new toll gantries infrastructure, as mentioned above, will house the new ETTM equipment. Once the gantries have been constructed, Kapsch will commence installation. 9 FINANCIAL HIGHLIGHTS OCTA Capital Asset Activity During the nine months ending March 31, 2020, capital asset activities included $195,292 for the ETTM system project, $297,339 for the new back-office/account management system, $5,920 for computer equipment and $325,411 for transponder purchases. 91 Express Lanes Operating Statement YTD as of : 3/31/2020 Description Actual (1)Budget (1)Dollar $Percent (%) Operating revenues: Toll revenue 36,164,539.61$ 39,979,657.00$ (3,815,117.39)$ (9.5) Fee revenue 6,161,932.91 4,134,277.00 2,027,655.91 49.0 Total operating revenues 42,326,472.52 44,113,934.00 (1,787,461.48) (4.1) Operating expenses: Contracted services 4,917,551.34 5,672,780.00 755,228.66 13.3 Administrative fee 2,251,160.00 2,129,913.00 (121,247.00) (5.7) Other professional services 950,021.43 1,930,976.00 980,954.57 50.8 Credit card processing fees 963,852.59 1,035,720.00 71,867.41 6.9 Toll road account servicing 786,370.41 1,794,750.00 1,008,379.59 56.2 Other insurance expense 285,059.05 562,275.00 277,215.95 49.3 Toll road maintenance supply repairs 175,765.55 356,253.00 180,487.45 50.7 Patrol services 829,170.86 734,715.00 (94,455.86) (12.9) Building equipment repairs and maint 73,598.47 241,538.00 167,939.53 69.5 6C Transponders 250,518.75 187,500.00 (63,018.75) (33.6) Other services (7,677.50) 26,247.00 33,924.50 129.3 Utilities 37,159.04 55,107.00 17,947.96 32.6 Office expense 4,264.30 140,915.00 136,650.70 97.0 Bad debt expense 132,245.47 - (132,245.47) N/A Miscellaneous (2)47,845.65 112,375.00 64,529.35 57.4 Leases 304,828.94 344,862.00 40,033.06 11.6 Total operating expenses 12,001,734.35 15,325,926.00 3,324,191.65 21.7 Depreciation and amortization (3)2,646,082.90 - (2,646,082.90) N/A Operating income (loss)27,678,655.27 28,788,008.00 (1,109,352.73) (3.9) Nonoperating revenues (expenses): Reimbursement from Other Agencies 676,803.75 906,250.00 (229,446.25) (25.3) Interest income 4,396,528.80 2,847,069.00 1,549,459.80 54.4 Interest expense (3,459,087.26) (3,534,048.00) 74,960.74 2.1 Other 34,494.17 - 34,494.17 N/A Total nonoperating revenues (expenses)1,648,739.46 219,271.00 1,429,468.46 (651.9) Transfers in - - - N/A Transfers out (14,581,399.32) (35,000.00) (14,546,399.32) (41,561.1) Net income (loss)14,745,995.41$ 28,972,279.00$ (14,226,283.59)$ (49.1) ¹Actual amounts are accounted for on the accrual basis of accounting in an enterprise fund. Budget amounts are accounted for on a modified accrual basis of accounting. ²Miscellaneous expenses include: Bond Insurance Costs, Bank Service Charge, Transponder Materials. ³Depreciation and amortization are not budgeted items. YTD Variance 10 OPERATIONS OVERVIEW RCTC TRAFFIC AND REVENUE ST ATISTICS FOR RCTC Total traffic volume on the 91 Express Lanes for March 2020 was 808,527. This represents a daily average of 26,082 vehicles. This is a 38.3% decrease in total traffic volume from the same period last year, which totaled 1,310,935. Potential toll revenue for the month was $3,656,203, which represents a decrease of 28.3% from the prior year’s total of $5,098,850. Carpool percentage for March was 21.62% as compared to the previous year’s rate of 24.36%. The decreases were attributed to the COVID-19 pandemic and California Governor Gavin Newsom’s orders for residents to self - quarantine and refrain from non-essential travel. Month-to-date 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 Express Lanes and associated potential revenue for the month of March 2020. Current Month-to-Date (MTD) as of March 31, 2020 Trips MAR-20 MTD Actual Stantec MTD Projected # Variance % Variance MAR-19 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 633,701 1,046,814 (413,113)(39.5%)991,552 (36.1%) 3+ Lanes 174,826 341,886 (167,060)(48.9%)319,383 (45.3%) Total Gross Trips 808,527 1,388,700 (580,173)(41.8%)1,310,935 (38.3%) Revenue Full Toll Lanes $3,632,038 $4,224,757 ($592,719)(14.0%)$5,057,871 (28.2%) 3+ Lanes $24,165 $0 $24,165 $40,979 (41.0%) Total Gross Revenue $3,656,203 $4,224,757 ($568,554)(13.5%)$5,098,850 (28.3%) Average Revenue per Trip Average Full Toll Lanes $5.73 $4.04 $1.69 41.8% $5.10 12.4% Average 3+ Lanes $0.14 $0.00 $0.14 $0.13 7.7% Average Gross Revenue $4.52 $3.04 $1.48 48.7% $3.89 16.2% 11 The 2020 fiscal year-to-date (YTD) traffic volume is 0.4% lower when compared with the same period last year. The 2020 fiscal year-to-date revenue is 15.6% higher than for the same period last year. Year-to-date average revenue per-trip is $4.32. Fiscal year-to-date 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 Express Lanes and associated potential revenue for the months of July 2019 through March 2020. FY 2019-20 Year to Date as of March 31, 2020 Trips FY 2019-20 YTD Actual Stantec YTD Projected # Variance % Variance FY 2018-19 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 8,536,905 8,820,029 (283,124)(3.2%)8,519,888 0.2% 3+ Lanes 2,656,315 2,859,029 (202,714)(7.1%)2,722,195 (2.4%) Total Gross Trips 11,193,220 11,679,057 (485,837)(4.2%)11,242,083 (0.4%) Revenue Full Toll Lanes $47,991,940 $34,952,857 $13,039,082 37.3%$41,441,557 15.8% 3+ Lanes $308,439 $0 $308,439 $329,540 (6.4%) Total Gross Revenue $48,300,379 $34,952,857 $13,347,521 38.2%$41,771,096 15.6% Average Revenue per Trip Average Full Toll Lanes $5.62 $3.96 $1.66 41.9%$4.86 15.6% Average 3+ Lanes $0.12 $0.00 $0.12 $0.12 0.0% Average Gross Revenue $4.32 $2.99 $1.33 44.5%$3.72 16.1% 12 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between Full Toll lanes and HOV3+ lanes for FY 2019-20 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll lanes and HOV3+ lanes for FY 2019-20 on a monthly basis. 960,601 1,040,805 984,484 1,034,686 959,129 945,151 973,936 960,256 633,701 354,489 361,276 315,806 313,543 315,057 309,435 291,433 281,637 174,826 0 175,000 350,000 525,000 700,000 875,000 1,050,000 1,225,000 1,400,000 1,575,000 Jul-19 Aug-19 Sep-19 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Vo l u m e Month FY 2019-20 Traffic Volume Overview Full Toll Lanes 3+ Lanes $5,213,968 $5,588,508 $5,326,713 $6,320,045 $5,301,867 $5,238,975 $5,789,888 $5,579,936 $3,632,038 $43,333 $45,015 $34,653 $26,718 $28,411 $38,169 $37,514 $30,461 $24,165 $2,800,000 $3,200,000 $3,600,000 $4,000,000 $4,400,000 $4,800,000 $5,200,000 $5,600,000 $6,000,000 $6,400,000 Jul-19 Aug-19 Sep-19 Oct-19 Nov-19 Dec-19 Jan-20 Feb-20 Mar-20 Apr-20 May-20 Jun-20 Re v e n u e Month FY 2019-20 Revenue Summary Full Toll Lanes 3+ Lanes 13 RCTC PEAK -HOUR VOLUMES RCTC evaluates traffic volumes for peak period hours and either increases or decreases tolls according to the toll rate policy. The hours highlighted in red represent toll reductions made on March 23rd in response the reduced peak-period volumes due to the COVID-19 pandemic. 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 $5.30 200 969 1,169 D $6.95 199 951 1,150 D $9.00 236 1071 1,307 F $11.85 244 1,089 1,333 F $21.00 304 1,133 1,437 F 1500 - 1600 $7.35 291 857 1,148 D $6.95 306 951 1,257 E $9.90 313 934 1,247 E $11.35 319 1,099 1,418 F $18.70 339 858 1,197 D 1600 - 1700 $5.30 190 936 1,126 D $5.30 186 932 1,118 D $5.30 192 925 1,117 D $7.50 249 959 1,208 E $10.45 246 938 1,184 D 1700 - 1800 $5.30 225 862 1,087 D $5.30 189 848 1,037 D $5.30 229 881 1,110 D $5.30 222 868 1,090 D $6.95 236 1,010 1,246 E 1800 - 1900 $5.30 278 681 959 C $5.30 272 781 1,053 D $5.30 293 822 1,115 D $5.30 287 836 1,123 D $5.30 306 869 1,175 D 1900 - 2000 $2.25 197 555 752 B $4.20 196 607 803 C $5.30 251 715 966 C $5.30 264 716 980 C $5.30 284 697 981 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 $5.30 209 951 1,160 D $6.95 174 856 1,030 D $9.00 225 935 1,160 D $11.85 210 829 1,039 D $21.00 234 966 1,200 D 1500 - 1600 $7.35 317 933 1,250 E $6.95 246 744 990 C $9.90 279 950 1,229 E $11.35 294 930 1,224 E $18.70 270 788 1,058 D 1600 - 1700 $5.30 216 917 1,133 D $5.30 172 692 864 C $5.30 184 839 1,023 D $7.50 218 843 1,061 D $10.45 174 806 980 C 1700 - 1800 $5.30 216 864 1,080 D $5.30 196 758 954 C $5.30 209 743 952 C $5.30 191 850 1,041 D $6.95 170 711 881 C 1800 - 1900 $5.30 268 712 980 C $5.30 209 578 787 B $5.30 246 675 921 C $5.30 237 757 994 C $5.30 239 552 791 B 1900 - 2000 $2.25 166 426 592 B $4.20 138 308 446 B $5.30 187 450 637 B $5.30 201 595 796 B $5.30 194 391 585 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 $5.30 205 796 1,001 D $6.95 199 689 888 C $9.00 148 566 714 B $11.85 181 593 774 B $21.00 151 540 691 B 1500 - 1600 $7.35 222 852 1,074 D $6.95 240 770 1,010 D $9.90 218 687 905 C $11.35 211 706 917 C $18.70 137 467 604 B 1600 - 1700 $5.30 158 696 854 C $5.30 126 724 850 C $5.30 132 612 744 B $7.50 117 539 656 B $10.45 92 375 467 B 1700 - 1800 $5.30 153 655 808 C $5.30 160 575 735 B $5.30 120 465 585 B $5.30 104 437 541 B $6.95 97 292 389 A 1800 - 1900 $5.30 130 459 589 B $5.30 125 358 483 B $5.30 98 294 392 A $5.30 79 241 320 A $5.30 74 240 314 A 1900 - 2000 $2.25 84 252 336 A $4.20 75 182 257 A $5.30 68 144 212 A $5.30 72 153 225 A $5.30 70 141 211 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 $5.30 98 336 434 B $5.30 105 445 550 B $5.30 0 0 0 A $5.30 130 438 568 B $6.95 142 491 633 B 1500 - 1600 $5.30 100 463 563 B $5.30 138 499 637 B $5.30 0 0 0 A $5.30 161 628 789 B $6.95 143 499 642 B 1600 - 1700 $5.30 63 310 373 A $5.30 59 334 393 A $5.30 0 0 0 A $5.30 94 483 577 B $6.95 99 434 533 B 1700 - 1800 $5.30 71 234 305 A $5.30 62 218 280 A $5.30 0 0 0 A $5.30 51 249 300 A $6.95 86 281 367 A 1800 - 1900 $5.30 46 118 164 A $5.30 48 139 187 A $5.30 0 0 0 A $5.30 72 137 209 A $5.30 69 162 231 A 1900 - 2000 $2.25 39 86 125 A $4.20 36 80 116 A $5.30 10 29 39 A $5.30 37 93 130 A $5.30 56 114 170 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 $5.30 96 379 475 B $5.30 95 380 475 B 1500 - 1600 $5.30 140 521 661 B $5.30 157 531 688 B 1600 - 1700 $5.30 95 464 559 B $5.30 87 424 511 B 1700 - 1800 $5.30 75 237 312 A $5.30 66 263 329 A 1800 - 1900 $5.30 55 127 182 A $5.30 48 126 174 A 1900 - 2000 $2.25 44 76 120 A $4.20 35 79 114 A Wednesday 04/01/20 Friday 03/27/20 Thursday 04/02/20 Friday 04/03/20 03/16/20 Tuesday 03/17/20 Monday 03/30/20 Tuesday 03/31/20 Thursday 03/26/20 03/02/20 Tuesday 03/03/20 Thursday Monday 03/23/20 Tuesday 03/24/20 Wednesday 03/25/20 Wednesday 03/18/20 Thursday 03/19/20 Friday 03/20/20Monday 03/12/20 Friday 03/13/20Monday03/09/20 Tuesday 03/10/20 Wednesday 03/11/20 Wednesday 03/04/20 Thursday 03/05/20 Friday 03/06/20Monday 14 Eastbound PM Peak - County Line to I-15 South 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 $2.95 116 702 818 C $5.30 119 742 861 C $5.30 111 741 852 C $5.30 127 783 910 C $5.30 132 787 919 C 1500 - 1600 $5.30 137 638 775 B $2.95 137 699 836 C $2.95 160 644 804 C $5.30 142 792 934 C $2.95 161 595 756 B 1600 - 1700 $2.95 99 658 757 B $2.95 106 639 745 B $2.95 96 630 726 B $2.95 134 708 842 C $2.95 108 585 693 B 1700 - 1800 $2.95 125 637 762 B $2.95 112 633 745 B $2.95 129 637 766 B $2.95 105 585 690 B $2.95 133 646 779 B 1800 - 1900 $2.95 141 505 646 B $2.95 132 584 716 B $2.95 138 618 756 B $2.95 157 567 724 B $2.95 143 514 657 B 1900 - 2000 $2.95 122 410 532 B $2.95 108 460 568 B $2.95 147 501 648 B $2.95 154 539 693 B $2.95 177 418 595 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 $2.95 118 650 768 B $5.30 97 655 752 B $5.30 105 678 783 B $5.30 118 658 776 B $5.30 103 711 814 C 1500 - 1600 $5.30 151 715 866 C $2.95 125 583 708 B $2.95 149 667 816 C $5.30 128 679 807 C $2.95 134 579 713 B 1600 - 1700 $2.95 117 683 800 B $2.95 103 610 713 B $2.95 113 654 767 B $2.95 136 639 775 B $2.95 84 581 665 B 1700 - 1800 $2.95 151 640 791 B $2.95 105 581 686 B $2.95 119 551 670 B $2.95 102 511 613 B $2.95 88 428 516 B 1800 - 1900 $2.95 136 507 643 B $2.95 111 541 652 B $2.95 119 550 669 B $2.95 110 488 598 B $2.95 113 351 464 B 1900 - 2000 $2.95 97 311 408 B $2.95 86 271 357 A $2.95 108 363 471 B $2.95 142 438 580 B $2.95 87 243 330 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 $2.95 97 546 643 B $5.30 79 451 530 B $5.30 80 379 459 B $5.30 89 425 514 B $5.30 65 377 442 B 1500 - 1600 $5.30 106 639 745 B $2.95 103 560 663 B $2.95 96 495 591 B $5.30 106 547 653 B $2.95 73 354 427 B 1600 - 1700 $2.95 84 569 653 B $2.95 87 542 629 B $2.95 88 507 595 B $2.95 74 415 489 B $2.95 50 296 346 A 1700 - 1800 $2.95 64 529 593 B $2.95 67 423 490 B $2.95 63 363 426 B $2.95 50 340 390 A $2.95 52 241 293 A 1800 - 1900 $2.95 68 344 412 B $2.95 70 277 347 A $2.95 50 243 293 A $2.95 43 192 235 A $2.95 33 168 201 A 1900 - 2000 $2.95 38 175 213 A $2.95 33 180 213 A $2.95 28 133 161 A $2.95 38 119 157 A $2.95 27 103 130 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 $2.95 51 263 314 A $2.95 65 357 422 B $2.95 0 0 0 A $2.95 66 282 348 A $2.95 63 317 380 A 1500 - 1600 $2.95 57 347 404 B $2.95 71 357 428 B $2.95 0 0 0 A $2.95 60 450 510 B $2.95 65 352 417 B 1600 - 1700 $2.95 34 278 312 A $2.95 40 304 344 A $2.95 0 0 0 A $2.95 43 377 420 B $2.95 42 279 321 A 1700 - 1800 $2.95 25 230 255 A $2.95 29 190 219 A $2.95 0 0 0 A $2.95 23 183 206 A $2.95 47 204 251 A 1800 - 1900 $2.95 24 88 112 A $2.95 24 114 138 A $2.95 0 0 0 A $2.95 27 116 143 A $2.95 33 120 153 A 1900 - 2000 $2.95 21 70 91 A $2.95 15 66 81 A $2.95 7 22 29 A $2.95 14 62 76 A $2.95 25 72 97 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 $2.95 64 248 312 A $2.95 57 302 359 A 1500 - 1600 $2.95 73 394 467 B $2.95 78 382 460 B 1600 - 1700 $2.95 49 310 359 A $2.95 44 308 352 A 1700 - 1800 $2.95 28 204 232 A $2.95 28 222 250 A 1800 - 1900 $2.95 27 101 128 A $2.95 30 106 136 A 1900 - 2000 $2.95 16 64 80 A $2.95 11 63 74 A Thursday 04/02/20 Friday 04/03/20Monday03/30/20 Tuesday 03/31/20 Wednesday 04/01/20 Wednesday 03/25/20 Thursday 03/26/20 Friday 03/27/20Monday03/23/20 Tuesday 03/24/20 Thursday 03/19/20 Friday 03/20/20Monday03/16/20 Tuesday 03/17/20 Wednesday 03/18/20 Wednesday 03/11/20 Thursday 03/12/20 Friday 03/13/20Monday03/09/20 Tuesday 03/10/20 Monday 03/02/20 Tuesday 03/03/20 Wednesday 03/04/20 Thursday 03/05/20 Friday 03/06/20 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 $10.80 361 1226 1,587 F $10.80 364 1083 1,447 F $10.80 365 1082 1,447 F $10.50 420 1,095 1,515 F $5.30 349 701 1,050 D 0500 - 0600 $23.25 486 936 1,422 F $22.80 542 879 1,421 F $19.75 467 767 1,234 E $17.50 518 1,057 1,575 F $12.20 468 997 1,465 F 0600 - 0700 $19.55 362 1094 1,456 F $17.45 332 878 1,210 E $19.40 384 1196 1,580 F $19.40 434 850 1,284 E $11.45 460 1,159 1,619 F 0700 - 0800 $16.35 296 1314 1,610 F $16.35 347 1328 1,675 F $17.10 311 1341 1,652 F $15.30 411 1,279 1,690 F $9.30 359 1,075 1,434 F 0800 - 0900 $11.15 165 1316 1,481 F $11.45 199 1397 1,596 F $11.45 185 1555 1,740 F $12.20 210 1,367 1,577 F $8.00 170 1,013 1,183 D 0900 - 1000 $6.95 135 1,006 1,141 D $9.00 158 1139 1,297 E $8.00 158 1069 1,227 E $9.00 169 1,108 1,277 E $5.30 132 764 896 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 $10.80 404 1,014 1,418 F $10.80 344 850 1,194 D $10.80 352 937 1,289 E $10.50 356 958 1,314 E $5.30 235 521 756 B 0500 - 0600 $23.25 508 971 1,479 F $22.80 488 840 1,328 E $19.75 463 698 1,161 D $17.50 473 1,011 1,484 F $12.20 304 730 1,034 D 0600 - 0700 $19.55 394 911 1,305 E $17.45 333 736 1,069 D $19.40 408 955 1,363 F $19.40 384 677 1,061 D $11.45 307 903 1,210 E 0700 - 0800 $16.35 337 1,209 1,546 F $16.35 350 1,032 1,382 F $17.10 371 1,172 1,543 F $15.30 353 1,156 1,509 F $9.30 281 1,005 1,286 E 0800 - 0900 $11.15 199 1,447 1,646 F $11.45 204 1,307 1,511 F $11.45 217 1,187 1,404 F $12.20 205 1,172 1,377 F $8.00 109 909 1,018 D 0900 - 1000 $6.95 171 969 1,140 D $9.00 139 1,139 1,278 E $8.00 143 807 950 C $9.00 125 924 1,049 D $5.30 87 548 635 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 $10.80 303 786 1,089 D $10.80 248 711 959 C $10.80 254 678 932 C $10.50 221 554 775 B $5.30 157 330 487 B 0500 - 0600 $23.25 385 761 1,146 D $22.80 419 708 1,127 D $19.75 318 559 877 C $17.50 245 556 801 C $12.20 184 528 712 B 0600 - 0700 $19.55 201 727 928 C $17.45 223 812 1,035 D $19.40 205 653 858 C $19.40 141 370 511 B $11.45 144 484 628 B 0700 - 0800 $16.35 172 872 1,044 D $16.35 136 769 905 C $17.10 142 557 699 B $15.30 99 461 560 B $9.30 72 403 475 B 0800 - 0900 $11.15 109 731 840 C $11.45 84 578 662 B $11.45 67 450 517 B $12.20 42 378 420 B $8.00 35 327 362 A 0900 - 1000 $6.95 87 478 565 B $9.00 78 420 498 B $8.00 65 344 409 B $9.00 70 277 347 A $5.30 43 231 274 A 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 $6.95 183 276 459 B $6.95 162 286 448 B $6.95 153 289 442 B $6.95 148 236 384 A $4.20 128 201 329 A 0500 - 0600 $6.95 193 609 802 C $6.95 246 695 941 C $6.95 202 594 796 B $6.95 207 584 791 B $4.20 156 537 693 B 0600 - 0700 $6.95 103 405 508 B $6.95 88 320 408 B $6.95 104 399 503 B $6.95 86 395 481 B $4.20 109 389 498 B 0700 - 0800 $6.95 68 409 477 B $6.95 61 344 405 B $6.95 57 306 363 A $6.95 64 334 398 A $4.20 61 318 379 A 0800 - 0900 $6.95 36 261 297 A $6.95 30 200 230 A $6.95 39 218 257 A $6.95 40 222 262 A $4.20 21 206 227 A 0900 - 1000 $6.95 44 175 219 A $6.95 32 199 231 A $6.95 34 176 210 A $6.95 33 184 217 A $4.20 32 176 208 A 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 $6.95 119 273 392 A $6.95 144 238 382 A 0500 - 0600 $6.95 212 636 848 C $6.95 229 673 902 C 0600 - 0700 $6.95 94 424 518 B $6.95 75 340 415 B 0700 - 0800 $6.95 51 314 365 A $6.95 64 308 372 A 0800 - 0900 $6.95 32 241 273 A $6.95 39 210 249 A 0900 - 1000 $6.95 37 174 211 A $6.95 20 157 177 A Wednesday 04/01/20 Friday 03/27/20 Thursday 04/02/20 Friday 04/03/20 03/16/20 Tuesday 03/17/20 Monday 03/30/20 Tuesday 03/31/20 Thursday 03/26/20 03/02/20 Tuesday 03/03/20 Thursday Monday 03/23/20 Tuesday 03/24/20 Wednesday 03/25/20 Wednesday 03/18/20 Thursday 03/19/20 Friday 03/20/20Monday 03/12/20 Friday 03/13/20Monday03/09/20 Tuesday 03/10/20 Wednesday 03/11/20 Wednesday 03/04/20 Thursday 03/05/20 Friday 03/06/20Monday 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 $6.85 200 824 1,024 D $6.85 243 820 1,063 D $5.30 197 815 1,012 D $5.30 258 776 1,034 D $5.30 214 617 831 C 0500 - 0600 $19.05 310 1154 1,464 F $18.60 364 1007 1,371 E $16.60 328 1177 1,505 F $13.50 353 1,086 1,439 F $6.85 299 1,026 1,325 E 0600 - 0700 $19.35 294 1097 1,391 E $18.60 318 1260 1,578 F $20.70 295 1126 1,421 F $15.55 340 1,135 1,475 F $8.85 284 867 1,151 D 0700 - 0800 $12.15 198 1176 1,374 E $14.80 280 1231 1,511 F $13.80 225 1200 1,425 F $12.75 250 1,145 1,395 E $6.85 209 947 1,156 D 0800 - 0900 $6.85 100 1089 1,189 D $8.85 101 1201 1,302 E $8.85 93 1171 1,264 E $8.85 109 1,108 1,217 E $5.30 103 885 988 C 0900 - 1000 $5.30 113 815 928 C $5.30 100 942 1,042 D $5.30 110 942 1,052 D $5.30 123 924 1,047 D $2.95 99 716 815 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 $6.85 250 773 1,023 D $6.85 218 571 789 B $5.30 236 653 889 C $5.30 241 619 860 C $5.30 145 509 654 B 0500 - 0600 $19.05 357 1,035 1,392 E $18.60 346 878 1,224 E $16.60 339 995 1,334 E $13.50 327 965 1,292 E $6.85 209 807 1,016 D 0600 - 0700 $19.35 315 809 1,124 D $18.60 305 959 1,264 E $20.70 312 912 1,224 E $15.55 292 906 1,198 D $8.85 207 714 921 C 0700 - 0800 $12.15 221 1,048 1,269 E $14.80 247 995 1,242 E $13.80 230 1,078 1,308 E $12.75 212 982 1,194 D $6.85 146 879 1,025 D 0800 - 0900 $6.85 123 1,100 1,223 E $8.85 117 1,142 1,259 E $8.85 133 1,006 1,139 D $8.85 106 962 1,068 D $5.30 60 730 790 B 0900 - 1000 $5.30 94 870 964 C $5.30 110 1,018 1,128 D $5.30 100 840 940 C $5.30 102 903 1,005 D $2.95 72 479 551 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 $6.85 176 613 789 B $6.85 163 549 712 B $5.30 141 465 606 B $5.30 116 424 540 B $5.30 82 320 402 B 0500 - 0600 $19.05 247 893 1,140 D $18.60 227 742 969 C $16.60 198 688 886 C $13.50 171 616 787 B $6.85 112 484 596 B 0600 - 0700 $19.35 158 797 955 C $18.60 156 859 1,015 D $20.70 130 563 693 B $15.55 89 468 557 B $8.85 85 414 499 B 0700 - 0800 $12.15 86 713 799 B $14.80 59 601 660 B $13.80 56 492 548 B $12.75 46 388 434 B $6.85 41 304 345 A 0800 - 0900 $6.85 43 628 671 B $8.85 45 507 552 B $8.85 32 402 434 B $8.85 25 342 367 A $5.30 28 293 321 A 0900 - 1000 $5.30 63 461 524 B $5.30 60 374 434 B $5.30 51 337 388 A $5.30 40 282 322 A $2.95 33 247 280 A 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 $5.30 104 302 406 B $5.30 99 287 386 A $5.30 84 276 360 A $5.30 91 257 348 A $2.95 61 244 305 A 0500 - 0600 $5.30 150 481 631 B $5.30 124 504 628 B $5.30 127 519 646 B $5.30 112 454 566 B $2.95 92 415 507 B 0600 - 0700 $5.30 81 472 553 B $5.30 68 419 487 B $5.30 62 376 438 B $5.30 63 413 476 B $2.95 57 392 449 B 0700 - 0800 $5.30 48 327 375 A $5.30 36 293 329 A $5.30 27 280 307 A $5.30 24 292 316 A $2.95 15 258 273 A 0800 - 0900 $5.30 21 250 271 A $5.30 21 276 297 A $5.30 15 228 243 A $5.30 23 225 248 A $2.95 21 230 251 A 0900 - 1000 $5.30 26 178 204 A $5.30 25 167 192 A $5.30 24 179 203 A $5.30 27 144 171 A $2.95 31 151 182 A 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 $5.30 75 265 340 A $5.30 71 228 299 A 0500 - 0600 $5.30 95 487 582 B $5.30 118 471 589 B 0600 - 0700 $5.30 45 404 449 B $5.30 53 367 420 B 0700 - 0800 $5.30 22 280 302 A $5.30 28 285 313 A 0800 - 0900 $5.30 17 214 231 A $5.30 19 232 251 A 0900 - 1000 $5.30 19 145 164 A $5.30 20 149 169 A Thursday 04/02/20 Friday 04/03/20Monday03/30/20 Tuesday 03/31/20 Wednesday 04/01/20 Wednesday 03/25/20 Thursday 03/26/20 Friday 03/27/20Monday03/23/20 Tuesday 03/24/20 Thursday 03/19/20 Friday 03/20/20Monday03/16/20 Tuesday 03/17/20 Wednesday 03/18/20 Wednesday 03/11/20 Thursday 03/12/20 Friday 03/13/20Monday03/09/20 Tuesday 03/10/20 Monday 03/02/20 Tuesday 03/03/20 Wednesday 03/04/20 Thursday 03/05/20 Friday 03/06/20 17 RCTC O P ERATIONAL HIGHLIGHTS On-road Operations RCTC Freeway Service Patrol (FSP) responded to 62 calls during the month of March. Of those calls, 41 were to assist disabled vehicles, 11 calls to remove debris and 10 were in response to accidents in the Express Lanes. 18 FINANCIAL HIGHLIGHTS RCTC RCTC 91 Express Lanes Operating Statement 3/31/2020 Description Budget Dollar $Percent (%) Operating revenues: Toll Revenue 44,671,968.46$ 46,440,600.00$ (1,768,631.54)$ (3.8) Fee Revenue 6,348,890.05 3,960,225.00 2,388,665.05 60.3 Total operating revenues 51,020,858.51 50,400,825.00 620,033.51 1.2 Operating expenses: Salaries and Benefits 577,052.79 1,015,050.00 437,997.21 43.2 Legal Services 159,217.52 262,500.00 103,282.48 39.3 Advisory Services 46,070.58 56,250.00 10,179.42 18.1 Audit and Accounting Fees 46,000.00 35,250.00 (10,750.00) (30.5) Service Fees 2,706.21 19,500.00 16,793.79 86.1 Other Professional Services 276,118.79 1,859,625.00 1,583,506.21 85.2 Lease Expense 159,300.79 192,375.00 33,074.21 17.2 Operations 2,246,970.13 2,721,375.00 474,404.87 17.4 Utilities 29,048.52 46,875.00 17,826.48 38.0 Supplies and Materials 123.62 3,750.00 3,626.38 96.7 Membership and Subscription Fees 20,306.75 18,750.00 (1,556.75) (8.3) Office Equipment & Furniture (Non-Capital)747.12 3,750.00 3,002.88 80.1 Maintenance/Repairs 121,708.55 262,350.00 140,641.45 53.6 Training Seminars and Conferences 1,125.00 3,375.00 2,250.00 66.7 Transportation Expenses 2,724.33 5,625.00 2,900.67 51.6 Lodging 2,455.52 5,250.00 2,794.48 53.2 Meals 1,088.56 750.00 (338.56) (45.1) Other Staff Expenses 524.65 750.00 225.35 30.0 Advertising 6,776.63 142,500.00 135,723.37 95.2 Program Management 78,546.84 - (78,546.84) N/A Program Operations 5,630,439.23 8,745,150.00 3,114,710.77 35.6 Litigation Settlement - 7,500.00 7,500.00 100.0 Furniture & Equipment 340,518.76 562,500.00 221,981.24 39.5 Improvements 16,032.27 12,075.00 (3,957.27) (32.8) Depreciation 5,391,972.02 #- (5,391,972.02) N/A Bad Debt Expense 11.03 - (11.03) N/A Total operating expenses 15,157,586.21 15,982,875.00 825,288.79 5.2 Operating income (loss)35,863,272.30 34,417,950.00 1,445,322.30 4.2 Nonoperating revenues (expenses): Interest Revenue 2,228,813.71 1,004,250.00 1,224,563.71 (121.9) Other Miscellaneous Revenue (855.99) - (855.99) N/A Interest Expense (19,799,515.75) #(5,339,925.00) (14,459,590.75) 270.8 Total nonoperating revenues (expenses)(21,674,553.90) (4,335,675.00) (17,338,878.90) (399.9) Transfers In - - - N/A Transfers Out (1,599,475.16) (2,294,625.00) 695,149.84 (30.3) Net income (loss)12,589,243.24$ 27,787,650.00$ (15,198,406.76)$ (54.7) 1 Unaudited 2 Depreciation is not a budgeted expense 3 Amount includes accrued compounded interest for the 91 Project Transportation Infrastructure Finance and Innovation Act (TIFIA) loan and accreted interest on the 2013 Toll Revenue Bonds Series B (capital appreciation). $10.8 million of the $14.3 million interest cost will not be paid in the current year and therefore not included in the FY 2019/20 budget YTD as of : YTD Variance Actual1 19 JOINT AGENCY TRIP AND REVENUE STATISTICS JOINT AGENCY TRAFFIC STATISTICS MULTI AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING March 31, 2020 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 438,123 293,387 67%1,179,082$ RCTC 448,814 293,387 65%2,462,410$ I-15 196,654 129,559 66%1,039,602$ McKinley 252,160 163,828 65%1,422,808$ Eastbound OCTA 467,277 258,672 55%1,736,980$ RCTC 359,713 258,672 72%1,193,793$ I-15 135,926 104,168 77%323,361$ McKinley 223,787 154,504 69%870,432$ 67%55%65%72% - 100,000 200,000 300,000 400,000 500,000 600,000 OCTA RCTC OCTA RCTC Westbound Eastbound Joint Agency Traffic Statistics OCTA Transactions RCTC Transactions % of OCTA Transactions Using Both Segments % of RCTC Transactions Using Both Segments 20 JOINT AGENCY PER FORMANCE MEASURES JOINT AGENCY TRANSPONDER DISTRIBUTION 21 At the end of March 2020, the 91 Express Lanes had 149,843 active customer accounts and 295,675 transponders classified as Assigned. Number of Accounts by Fiscal Year As of March 31, 2020 Incoming Email Activity During March, the Anaheim Processing Center received 3,854 emails. Operational Activity Amid concerns about the spread of COVID-19 and following the governor’s guidance to help reduce its spread, the 91 Express Lanes Customer Walk-In Center was closed in March and will remain so until further notice. Operational activities in the Anaheim and Corona locations continued to function with a combination of remote workers and core staff located at the facilities. Core essential functions include aiding stranded motorists, providing incident management services and dispatching emergency vehicles through t he traffic operations center. The call center remains open to respond to customer service and violation calls. 114,556 114,138 112,584 112,473 112,929 113,672 116,813 119,782 130,048 140,694 148,054 149,843 - 20,000 40,000 60,000 80,000 100,000 120,000 140,000 160,000 Fiscal Year Orange County Transportation Authority 550 South Main Street / P.O. Box 14184 / Orange / California 92863-1584 / (714) 560-OCTA (6282) June 5, 2020 To: State Route 91 Advisory Committee From: Darrell E. Johnson, Chief Executive Officer, OCTA Anne Mayer, Executive Director, RCTC Subject: Draft 2020 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 2020 State Route 91 Implementation Plan is provided. 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 Authority (RCTC) to annually prepare a plan for improvements along State Route 91 (SR-91) between Interstate 15 (I-15) and State Route 57 (SR-57). SB 1316 also enables the use of 91 Express Lanes excess toll revenues, when available, for congestion relief projects or services along the SR-91 corridor between SR-57 and the Orange/Riverside County line for OCTA, and between the Orange/Riverside County line and I-15 for RCTC. The Draft SR-91 Implementation Plan (Plan) serves as a snapshot of current and planned activities within the SR-91 corridor. The Plan describes projects and transportation benefits and anticipated costs through the post-2035 timeframe. Draft 2020 State Route 91 Implementation Plan Page 2 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. Discussion Since 2003, significant progress has been made in improving the SR-91 corridor. Nearly $2 billion has been invested in the completion of eight projects, including the addition of 66.5 lane miles throughout the SR-91 corridor. Average daily traffic throughput has also increased by 15 percent. This indicates that 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; and • La Sierra Metrolink parking improvements. OCTA and RCTC have adopted similar goals for the 91 Express Lanes to continue to maintain a safe, reliable, and predictable travel time for motorists traversing seamlessly 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. Draft 2020 State Route 91 Implementation Plan Page 3 Information for projects in the Plan is updated annually . This ensures that the planning and implementation of each project is carefully coordinated to determine the appropriate timing to provide maximum benefits to the SR-91 corridor. Additionally, projects on the corridor should be coordinated to minimize construction impacts to commuters and the surrounding communities. Going forward, operational analysis by OCTA and RCTC will need to be prepared for each project prior to implementation to ensure that the projects meet the OCTA and RCTC goals for the SR-91 corridor. In October 2019, a consensus was reached that set the stage for a series of projects included in the Plan to be implemented in sequential order to improve the SR-91 corridor. OCTA, RCTC, TCA, Caltrans District 8 and District 12, as well as Caltrans Headquarters, worked through five issues related to project sequencing. This framework will enable the streamlining of the implementation of the SR-241/SR-91 Tolled Express Lanes Connector Project while minimizing impacts to the SR-91 corridor. The subject matter of the multi-agency consensus is outlined below: • Setting priorities for SR-91 corridor projects to reduce construction-related impacts; • Allowing completion of the environmental approval process and updating related programming documents; • Clarifying lead agencies for final design, construction, and maintenance; • Identifying the principal funding agency for final design, construction, and maintenance; and • Designating lead agencies for retaining toll revenue and toll setting/operational control. Based on the above framework, the agencies reached consensus on a program of projects and sequencing as outlined below: 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 Lanes Connector *Note: SR-241/SR-91 Tolled Express Lanes Connector is not dependent upon completion of SR-71/SR-91 interchange improvements. The 2020 Plan projects (Attachment A) are organized as follows: Orange County projects, Riverside County projects, and bi-county projects. • The Orange County set of projects includes four improvements at a total cost of approximately $600 million. o SR-91 improvements between SR-57 and SR-55; Draft 2020 State Route 91 Implementation Plan Page 4 o Anaheim Canyon Metrolink Station improvements; o Placentia Metrolink Rail Station; and o Fairmont Boulevard improvements. • The Riverside County set of projects includes three improvements , totaling nearly $390 million: o I-15/SR-91 Express Lanes Connector; o SR-71/SR-91 interchange; and o Improvements east of I-15. • Bi-county projects, which benefit both Orange and Riverside counties totaling over $230 million include: o Express Bus service improvements; o SR-91 Corridor Operations Project; o Sixth general-purpose lane addition from SR-241 to SR-71; and o SR-241/SR-91 Tolled Express Lanes Connector. For the 2020 Plan, traffic analysis for the capacity-enhancing projects was performed and traffic data was calibrated to reflect pre-novel coronavirus (COVID-19) traffic patterns. The operations analysis quantified travel time savings for westbound (WB) morning and eastbound (EB) afternoon conditions for the capacity-enhancing projects in 2030 and beyond. The WB morning traffic analysis results indicate that for the year 2030 forecasts, travel times are anticipated to improve in Riverside County (by about six minutes), and in Orange County (by about 11 minutes). The EB afternoon traffic analysis indicates that for the year 2030 forecasts, travel times in Riverside County are anticipated to improve (by about seven minutes), and increase (by about 11 minutes) in Orange County. Traffic assumptions for 2030 and beyond will be revisited for the 2021 Plan given changing travel patterns due to COVID-19 and related economic impacts. The improvements included in Appendix A of the Plan are highly conceptual in nature. Some of the concepts are derived from the Riverside-Orange County Major Investment Study (MIS). Appendix A includes an elevated four-lane facility between SR-241 and I-15 (MIS Corridor A), Anaheim to Ontario International Airport high-speed ground transportation system, the Irvine-Corona Expressway (ICE) from SR-241/State Route 133 to I-15/Cajalco Road, connector improvements at the SR-91/SR-55 interchange, and an eastbound fifth lane addition near SR-241. The projected cost of the conceptual improvements exceeds $14 billion, and the implementation would require a significant amount of planning, design, external funding, and future policy and public input. Draft 2020 State Route 91 Implementation Plan Page 5 Staff continues to monitor the financial viability of the ICE concept as requested by the SR-91 Advisory Committee and the Riverside Orange Corridor Authority in 2010. The ICE has not moved beyond the conceptual phase due to the current economic climate, lack of state and federal transportation funding, and the high construction cost. Although some tunneling projects have been completed in the State of California with similar lane configurations as the ICE concept, until more state and federal funding is available, this project will be a major challenge t o complete. Summary OCTA and RCTC have completed the 2020 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 2020 Plan projects have been updated and are organized by county jurisdiction. Although current traffic levels in the corridor are down significantly, the longer-term travel demand implications are unknown. The Plan serves as a compilation of future potential projects and project level decisions that can be made when individual projects are being considered for implementation. Further, broader COVID-19-related implications can be addressed in next year's Plan once there is a better assessment of the long-term impacts of the pandemic. Attachment A. Draft State Route 91 Implementation Plan 2020 DRAFT STATE ROUTE 91 (SR-91) IMPLEMENTATION PLAN KEEPING MOTORISTS MOVING ON 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 Orange County Riverside County COM P L E T E D E F F O R T S COST (MILLIONS)PROJECT COMPLETION Eastbound Lane Addition (SR-241 to SR-71) Fifth Lane Addition (SR-55 to SR-241) Westbound Lane at Tustin Avenue Green River Road Overcrossing North Main Street Corona Metrolink Parking Structure 91 Corridor Improvement Project (Initial Phase) La Sierra Metrolink Parking Improvements Metrolink Service Improvements $51.2 $85.2 $43.3 $24.3 $25 $1,407 $6.3 $249 2016 2010 2013 2016 2009 2009 2017 2019 Bi-County BENEFITS Orange County ANT I C I P A T E D P R O J E C T S COST (MILLIONS)PROJECT CURRENT PHASE SR-91 Improvements (SR-57 to SR-55) Anaheim Canyon Metrolink Station Improvements Placentia Metrolink Rail Station Fairmont Boulevard Improvements 15/91 Express Lanes Connector SR-71/SR-91 Interchange Improvements Improvements East of I-15 Underway Final Design Environmental $6 TBD $460 $34.8 $76.8 $117 TBD Environmental Final Design Final Design Preliminary Engineering Final Design Environmental Bi-County Riverside County Orange County Transportation Authority • 550 S. Main Street Orange, CA 92868 CON 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 Anaheim to Ontario International Airport Maglev High Speed Rail (Post-2035) $2,770 - $3,200 $8,855Irvine-Corona Expressway (ICE) 4-Lane Facility from SR-241/SR-133 to I-15/Cajalco Road (Post-2035) WB SR-91 to SB SR-55 Connector Improvements (Post-2035) $75 - $150 EB SR-91 Fifth Lane Addition at SR-241 $31 collaboratively to review a program of projects along the SR-91 corridor. Every year since 2003, OCTA, RCTC, and stakeholders have worked SR-241/SR-91 Tolled Express Lanes Connector 6th General Purpose Lane Addition (SR-241 to SR-71) SR-91 Corridor Operations Project Express Bus Service $183 Final Design $29.8 Final Design$270 $44 2020 SR-91 IMPLEMENTATION PLAN i Table of Contents Table of Contents i Section 1: 2020 Status Report and Update 1 Section 2: Implementation Plan 11 Orange County Projects 12 Riverside County Projects 17 Bi-County Projects 21 Appendix A - Post-2035 and Conceptual Projects 26 Appendix B - COMPLETED PROJECT EXHIBITS 32 Appendix C - REFERENCES 41 2020 SR-91 IMPLEMENTATION PLAN 1 SECTION 1: 2020 Status Report and Update INTRODUCTION 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 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. 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 continue 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 2020 Plan fulfills the requirement to provide the State Legislature with an annual Implementation Plan for SR-91 improvements and builds on the 2019 Plan. This year’s update includes concepts that were identified in the 2006 Riverside County – Orange County Major Investment Study (MIS) as well as other project development efforts, including the RCTC 10-Year Western County Highway Delivery Plan that outlines a number of projects such as the extension of the 91 Express Lanes from the Orange/Riverside County line to I-15. The projects included in the 2020 Plan have been infused with various sources of local, state, and federal funding. The 2020 Plan includes overviews, status summaries, and proposed costs and schedules for project packages 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 2020 SR-91 IMPLEMENTATION PLAN 2 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. 91 EXPRESS LANES TOLL POLICY GOALS 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 below take into consideration the 91 Express Lanes as well as the SR-91 corridor at large. These guiding principles include: • 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. PROJECT ACCOMPLISHMENTS Much progress has been made since the initial 2003 SR-91 Implementation Plan was approved. The 2020 Plan includes select completed project exhibits as a historical reference, (see Appendix B). Completed Construction/Improvement Projects The following improvements have been constructed or implemented: ❖ 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) 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 2020 SR-91 IMPLEMENTATION PLAN 3 interchange improvements. The new lanes and other improvements save time, 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 was causing 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 billion U.S. Army Corps of Engineers (Corps) Santa Ana River Mainstem improvement project that provides flood protection from the recently improved Prado Dam (near SR-71) to the Pacific Ocean. The construction includes several phases that have been completed (Phase 1, 2A, 2B, 3) and ongoing (Phase 4, 5A, 5B, and BNSF Bridge Protection). The improvements include sheet pile and grouted stone bank protection, and bridge pier protection. The other project with a direct impact to SR-91 is the $120 million Santa Ana Regional Interceptor (SARI) sewer trunk line relocation. The existing SARI line is within the Santa Ana River floodplain and was in jeopardy of failure due to scour from the potential increased flood r eleases by the aforementioned Corps project. This project was completed in 2014. SR-91 project teams have coordinated with the Corps, Orange County Flood Control District, Caltrans, and other federal, regional, and local agencies in order to accommodate planned SR-91 improvements adjacent to the Santa Ana River. Completed Designs and Reports 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: ❖ 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 Lanes 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). ❖ 2018 Next 10 Delivery Plan approved by OCTA Board, (September 2018). ❖ 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 Lanes Connector (April 2020). SR-91 CORRIDOR CONDITIONS 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. Existing Traffic Conditions Summary A review of traffic conditions in the Corridor indicates that the existing capacity of the facility is inadequate to accommodate current and future peak demand volumes. Level of Service (LOS) F prevails in the peak direction during the entire 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 2020 SR-91 IMPLEMENTATION PLAN 4 indicate that there are several physical conditions that contribute to unacceptable traffic queues. 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 congested between the peak period of 6 a.m. to 10 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. ❖ Traffic entering the WB SR-91 from the Green River Road and SR-71 on-ramps contribute to mainline congestion during the AM 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.The existing two-lane connector from WB SR-91 to SB SR-55 traffic volume exceeds operational capacity causing a queue on the SR-91 mainline. ❖ A lane drop on EB SR-91 at SB SR-241 creates a chokepoint. 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 Lanes Connector project while minimizing impacts to the 91 corridor. The subject matter of the multi- agency consensus is outlined below: 2020 SR-91 IMPLEMENTATION PLAN 5 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, t he 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 Lanes Connector *Note: SR-241/SR-91 Tolled Express Lanes Connector is not dependent upon completion of SR-71/SR-91 Interchange Improvements PROJECT SUMMARY Many of the highway projects and concepts identified in this 2020 Plan are based on the MIS that was completed in January 2006. The projects 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 $600 million. The projects include the SR-91 improvements between SR-57 and SR-55, Anaheim Canyon Metrolink station improvements, Placentia Metrolink rail station, and Fairmont Boulevard improvements. Table 1 – SR-91 Implementation Plan Projects Project Summary Cost ($M) Orange County Projects SR-91 Improvements between SR-57 and SR-55 Anaheim Canyon Metrolink Station Improvements Placentia Metrolink Rail Station Fairmont Boulevard Improvements 460 29.8 34.8 76.8 SUBTOTAL 601 Riverside County Projects 15/91 Express Lanes Connector 270 SR-71/SR-91 Interchange Improvements 117 SR-91 Improvements East of I-15 TBD SUBTOTAL 387+ Bi-County Projects Express Bus Service Improvements Between Orange County and Riverside County 6 SR-91 Corridor Operations Project Sixth General Purpose Lane Addition (SR-241 to SR-71) SR-241/SR-91 Tolled Express Lanes Connector 44 TBD 183 SUBTOTAL 233+ Concept Project Summary Cost ($M) Conceptual Projects Elevated 4-Lane Facility (MIS Corridor A) from SR-241 to I-15 2,720 Anaheim to Ontario International Airport Maglev High Speed Rail 2,770 – 3,200 Irvine-Corona Expressway (ICE) 4-Lane Facility from SR- 241/SR-133 to I-15/Cajalco Road 8,855 Westbound SR-91 to Southbound SR-55 Improvements 75 – 150 Eastbound SR-91 Fifth Lane Addition at SR-241 31 SUBTOTAL 14,451 – 14,956 Completed Project Summary Since 2006 (Constructed Year) Cost ($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 La Sierra Metrolink Parking Improvements (2019) SUBTOTAL 6.3 1,891 2020 SR-91 IMPLEMENTATION PLAN 6 ❖ The Riverside County projects have a total cost of over $387 million. The improvements include: a 15/91 Express Lanes Connector, the SR-71/SR-91 Interchange Improvements, and the 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 $233 million. The improvements include: Express Bus service improvements, SR-91 Corridor Operations Project, a Sixth General Purpose Lane Addition (SR-241 to SR-71), and a SR-241/SR- 91 Tolled Express Lanes Connector. Traffic Analysis For the 2020 Plan, the traffic analysis for major SR-91 capacity projects used the Caliper TransModeler software model and traffic data calibrated to reflect traffic patterns. 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 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 and are fed by SR-91 in the study area. The operations analysis quantified travel time savings for WB morning and EB afternoon conditions for the following major capacity enhancing projects: Year 2030 ❖ SR-91 Improvements between SR-57 and SR-55. ❖ 15/91 Express Lanes Connector. ❖ SR-71/SR-91 Interchange Improvements. ❖ SR-91 Corridor Operations Project ❖ SR-241/SR-91 Tolled Express Lanes Connector. Year 2045 ❖ Projects completed in 2030 ❖ SR-91 Improvements East of I-15. ❖ SR-91 Sixth General Purpose Lane Addition ❖ Fairmont Boulevard Improvements Westbound Analysis The WB morning (a.m.) traffic analysis results indicate that for the year 2030 forecasts, travel times are anticipated to improve in Riverside County (by about 6 minutes) and in Orange County (by about 11 minutes). In addition to decreasing travel time overall vehicle hours of delay in the corridor has decreased (by about 20 percent), while the entire system is serving more vehicles (by about 9 percent). Bottlenecks are anticipated at the Orange- Riverside County line and at the SR-241 interchange/Gypsum Canyon interchange area. The main bottlenecks in Riverside County will be reduced due to the completion of proposed projects. The bottleneck at the SR-55 interchange has been decreased. However, with the additional vehicles traveling downstream, there is additional congestion at the SR-57 interchange. For the year 2045, travel times in Riverside County are anticipated to decrease (by about 16 minutes), and increase (by about 23 minutes) in Orange County when compared to 2030. Overall vehicle hours of delay has increased (by about 68 percent) in the corridor, but the number of vehicles the system is serving has increased (by about 6 percent). Bottlenecks appear at SR-71 and at SR-57. Due to the SR-71 Corridor Improvement Project, there is a large increase of vehicles going to and from SR-71. Travel time in Orange County shows an increase in 2045 due to the 2020 SR-91 IMPLEMENTATION PLAN 7 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 operations in the westbound direction are consistent in all the analysis years and operate satisfactorily. Eastbound Analysis The EB evening (p.m.) peak hour traffic analysis indicates that for the year 2030 forecasts, travel times in Riverside County are anticipated to decrease (by about 7 minutes), and increase (by about 11 minutes) in Orange County. Although the overall travel time through the corridor has increased slightly, the vehicle hours of delay has decreased (by about 25 percent) and the number of vehicles served by the system has increased (by about 12 percent). The major bottleneck still occurs at the county line. Improvement projects near SR-55 and I-15 alleviate congestion in those areas. For the year 2045, travel times in Riverside County are anticipated to increase (by about 4 minutes) and decrease in Orange County (by about 18 minutes) when compared to 2030. Overall vehicle hours of delay increased (by about 40 percent) but the number of vehicles the system is serving has increased (by about 8 percent). The main bottleneck remains at the county line. However, with the inclusion of the Sixth General Purpose Lane Addition project, the congestion at the county line is reduced. More vehicles traveling downstream slightly increases congestion in Riverside County near I-15. Express Lanes operations in the eastbound direction are consistent in all the analysis years and operate satisfactorily. Figures 1-1 and 1-2 below summarize the westbound corridor vehicle hours of delay and systemwide served vehicles, respectively. Figures 1-3 and 1-4 below summarize the eastbound corridor vehicle hours of delay and systemwide served vehicles, respectively. Figure 1-1 – Westbound SR-91 from SR-57 to I-15 A.M. Peak Period Corridor Vehicle Hours of Delay 2020 SR-91 IMPLEMENTATION PLAN 8 Figure 1-2 – Westbound SR-91 from SR-57 to I-15 A.M. Peak Period Systemwide Served Vehicles Figure 1-3 – Eastbound SR-91 from SR-57 to I-15 A.M. Peak Period Corridor Vehicle Hours of Delay 2020 SR-91 IMPLEMENTATION PLAN 9 Figure 1-4 – Eastbound SR-91 from SR-57 to I-15 A.M. Peak Period Systemwide Served Vehicles 2020 SR-91 IMPLEMENTATION PLAN 10 CONCEPT PROJECT SUMMARY Many of the highway concept projects identified in this 2020 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. ICE STATUS SUMMARY The ICE concept was conceived as part of the MIS and was established as part of a suite of projects to support future peak demand volumes between Riverside and Orange Counties. The ICE was further evaluated in the 2009 ICE Feasibility Study for financial and geotechnical feasibility. Seven (7) primary feasibility issues were considered: ❖ Geologic, hydrogeologic/hydrologic, and geotechnical conditions. ❖ Corridor concepts (full tunnel and partial tunnel/partial surface road). ❖ Tunnel configuration. ❖ Tunnel excavation and support methods. ❖ Tunnel systems (e.g. ventilation, emergency fire system, operation building, toll system, etc.). ❖ Construction considerations. ❖ Construction, Operation & Maintenance (O&M) costs. Per the direction of the Riverside-Orange Corridor Authority Board (ROCA) in 2010, staff has reevaluated the concept annually, as part of the preparation of this Plan, to determine if construction costs and tunneling technology have changed and become less prohibitive. The National Forest Service has continued monitoring of the ground water level along the preliminary alignment of the tunnel and has not found any significant changes since 2010. A review of recent tunneling projects show that tunnels with similar challenges to those identified in the ICE Feasibility Study have been constructed. Two shorter tunnels were constructed in California with similar lane configurations. The Devil’s Slide Tunnel in San Mateo County and the Caldecott Fourth Bore Tunnel in Contra Costa County both opened in 2013. These tunnels used a method of drilling and blasting (known as the New Austrian Tunneling Method), rather than operating a tunnel boring machine (TBM). Both tunnels were approximately 1.2 miles long and took six years and three years to construct, respectively. Based on recent tunnel projects, the challenges that were identified in the ICE Feasibility Study were also experienced by other tunnel construction projects which provides insight into how tunneling technologies have changed. The New Austrian Tunneling Method may be a way to reduce the cost of boring for the ICE tunnel. This method was discussed in the 2009 ICE Feasibility Study but was dismissed due to the proposed length of the ICE tunnel concept. In the future, more investigation would be required to assess the feasibility of using a boring method other than a TBM, and to qualitatively assess possible impacts to the ICE corridor construction cost and duration. There is currently a research and development project in Hawthorn, California utilizing TBM on a 14-foot diameter, 1.14-mile-long tunnel. While this project is much shorter in length and diameter than the ICE concept, it demonstrates that there is tunneling technology incubating locally. An assessment of current economic conditions, lack of state and federal transportation funding; and the high construction cost continue to hinder the ability of OCTA and RCTC to implement this concept. 2020 SR-91 IMPLEMENTATION PLAN 11 SECTION 2: Implementation Plan OVERVIEW The 2020 Plan describes projects, key considerations, benefits, current status, schedule, and costs (in 2020 dollars, or as noted) for major projects and concepts through Post-2035. Some of the projects and concepts identified in this Implementation Plan are based on the MIS that was completed in January 2006. 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: ❖ 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 2020 SR-91 IMPLEMENTATION PLAN 12 Orange County Projects The Orange County set of projects include four improvements at a total cost of approximately $600 million (in 2020 dollars, or as noted). The projects include: SR-91 improvements between SR-57 and SR-55, Anaheim Canyon Metrolink station improvements, new Placentia Metrolink rail station, and Fairmont Boulevard Improvements. Further details for each of the projects are included in the following summaries. Orange County Project Summary Cost ($M) SR-91 Improvements between SR-57 and SR-55 460 Anaheim Canyon Metrolink Station Improvements 29.8 Placentia Metrolink Rail Station 34.8 Fairmont Boulevard Improvements 76.8 SUBTOTAL 601 SR-91 Improvements between SR-57 and SR-55 2020 SR-91 IMPLEMENTATION PLAN 13 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 splitting the WB SR-91 Connector into separate exits for NB and SB SR-57 and extending an additional lane on WB SR -91 from the NB SR-57 to WB SR -91 connector through State College B oulevard and terminating at the auxiliary lane to Raymond Av enue-East Street. At the SR-91/SR-55 interchange area, a dr op on-ramp from Lakeview Avenue would be constructed between realigned WB SR -91 lanes for direct access to SB SR-55, all owing for the exit to SB SR-55 to be moved further east, with a barrier separat ing WB SR-91 and SB SR-55 traffic west of the Lakeview Av enue 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 repl aced. The improvements have been developed in cooperation with local juris dictions and affected communities. Key Considerations The proposed project improvements on WB and EB SR-91 may require minor 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. Benefits 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 interc hange improvements. Project improvements will reduce congestion and delay and reduce weaving. Current Status The project improvements were originally studied in the SR-91 Feasibility Study, which was completed in June 2009. The Project Study Report was com pleted in 2014 and the Project Approval/Environmental Document (PA/ED) phase began in early 2015 and is anticipated to be completed in mid-2020. The proposed improvements are included in the Measure M program. Schedule and Cost Construction is anticipated to be completed in 2027 and the total project cost is estimated to be approximately $460,000,000. Anaheim Canyon Metrolink Station Improvements 2020 SR-91 IMPLEMENTATION PLAN 14 Project Description The improvement project will at the Anaheim C anyon Metrolink Station will add improvements which will allow for futur e capacity for Metrolink commuter rail service along the Inland Empire-Orange County Line. The proj ect will construct approximately 3,400 linear feet of second track, a new 680-foot second platform, extend the existing platform, improve the at-grade crossi ngs, and upgrade the parking lot to comply with federal regulations. Benefits The project will enable future Metrolink service expansion, improve train service efficiency, and foster trai n ridership growth in the region, which will contribute to congestion relief on SR-91. Current Status OCTA is the lead agency on the project. Funding f or the project is programmed to use Federal Congestion Mitigation and Air Quality Improvement Program (CMAQ), 5307 Federal Formula, M2 (OC Go), and City of Anaheim funds. Schedule and Cost The plans are anticipated to be complete, approved by all agencies and ready to bid in March 2020. Construction is anticipated to begin in July 2022 and completed in October 2024. The total project cost is estimated to be $29.8 million. Placentia Metrolink Rail Station 2020 SR-91 IMPLEMENTATION PLAN 15 Project Description The new Placentia Metrolink Stat ion will serve the Metrolink 91/Perris Valley Line, providing commuter rail service between Perris and Los Angeles, via Riverside and Orange co unties. The project includes construction of a parking structure, OCTA bus access, an area for passenger pick-up and drop-off, and two station platforms. Benefits The station will meet the current t ransit demand and foster train ridership growth in the region, contributing to congestion relief on SR- 91. Current Status The City of Placentia is the lead on right -of-way and environmental clearance, and OCTA is the lead agency for design and constructio n of the project. Funding for the project is programmed t o 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 S ervice Enhancement Account (PTMISEA), OC Go and City funds are programmed for the design and right-of-way costs. Schedule and Cost Plans are 100 percent complete, how ever, the construction contract cannot be advertised until a Construction and Maintena nce Agreement is in place with BNSF Railway, the right-of-way owner. Construction is anticipated to be completed in June 2021. The total project cost is estimated to be $34.8 million. Fairmont Boulevard Improvements 2020 SR-91 IMPLEMENTATION PLAN 16 Project Description The project w ould provide a new interchange with SR -91 at Fairmont Boulevard. On and off ramps will connect Fairmont Boul evard 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 all ow for direct Santa Ana River Trail access from both Anaheim south of SR-91 and from Yorba Linda. Key Considerations Interchange spacing and weaving issues (to SR -55) need to be evaluated. Widening of SR-91 may be needed to accommodate interchange ramps. Proxi mity 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 consider ed. Ramp and bridge placement needs to take pedestrian/bicycle bridge into account, or incorporate the pedestrian/bike path into the design beyond the vehicular acces s limits of the project. Benefits 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. 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 st udy. The study provided various alternativ es, 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 Anticipated project completion is 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. 2020 SR-91 IMPLEMENTATION PLAN 17 Riverside County Projects The Riverside County set of projects includes three improvements: a 15/91 Express Lanes Connector, 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 $387 million (in 2020 dollars, or as noted). Riverside County Project Summary Cost ($M) 15/91 Express Lanes Connector 270 SR-71/SR-91 Interchange Improvements 117 SR-91 Improvements East of I-15 TBD SUBTOTAL 387+ 15/91 Express Lanes Connector 2020 SR-91 IMPLEMENTATION PLAN 18 Project Description The Pr oject Approval and Environmental Document (PA/ED) for the SR-91 Corridor Improvement Project (CI P), from SR-241 to Pierce Street, included the addition of a 5th lane in e ach direction, the addition of auxiliary lanes at various locations, the additio n 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 interc hange southerly to I -15/Cajalco Road (now part of RCTC I -15 Express Lanes Project), and easterly to east of McKinley Street. Due to funding constraints, a Project Phasing Plan w as developed to allow an Initial Phase, with reduced improvements, to move forw ard as scheduled, with the remaining ultimate improvements to be completed later. Subsequently, the proposed 15/91 Express Lanes Connector improvements (the subject of this proj ect) have been pulled out from the CIP as a standalone project. Key Consi derations 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 requir es direct coordi nation between each project team. Additionally, future pr ojects 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 Lanes Connector, and RCTC’s I-15 Express Lanes Project. Benefits The 15/91 Express Lanes Connector project will reduce congestion and operational delays by providing direct median-to-median access betw een 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 th e 15/91 Express Lanes Connector for a fee in exchange for time savings. Current Status 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 c ompleted in 2019. A Design- Build contract was awarded in Spring 2020. Schedule and Cost The total project cost is estimated to be $270,000,000. SR-71/SR-91 Interchange Improvements 2020 SR-91 IMPLEMENTATION PLAN 19 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. Key Consi derations Project improvements must be coordinated with the following projects: the SR-91 Sixth GP Lane A ddition and the SR-241/SR -91 Tolled Express Lanes Connector. Close coordination with the U.S. A rmy Corps of Engineers, U.S. Fish and Wildlife Ser vice, and California Department of Fish and Wildlife will also be required as the conn ector crosses the Santa Ana River west of the Prado Dam. Benefits The project will provide a new direct connector improvement from EB SR-91 to NB SR-71, replacing t he 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. Current Status The environmental phase was completed in 2011 and final design in 2015. An environmental revalidation and update to the final design is underway. Schedule and Cost Construction is planned for completion in 2024 pending fundi ng availability. Construction cost is estimated to be $117,000,000. Improvements East of I-15 2020 SR-91 IMPLEMENTATION PLAN 20 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 i n 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 (now 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. Key Considerations 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 Lanes Connector, 15/91 Express Lanes Connector, and RCTC’s I-15 Express Lanes Project. Benefits 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. Current Status 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. Schedule and Cost Anticipated project completion and cost are to be determined. 2020 SR-91 IMPLEMENTATION PLAN 21 Bi-County Projects There are four Bi-County improvement projects that will benefit both Orange and Riverside Counties. These projects include: Express Bus service improvements, SR-91 Corridor Operations Project, a Sixth General Purpose Lane Addition (SR-241 to SR-71), and the SR-241/SR-91 Tolled Express Lanes Connector. The total cost for the four projects is expected to be more than $233 million (in 2020 dollars, or as noted). Bi-County Project Summary Cost ($M) Express Bus Service Improvements 6 SR-91 Corridor Operations Project 44 Sixth General Purpose Lane Addition (SR-241 to SR-71) TBD SR-241/SR-91 Tolled Express Lanes Connector 183 SUBTOTAL 233+ Express Bus Service Improvements 2020 SR-91 IMPLEMENTATION PLAN 22 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. Existing Service 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. New Service The Express Bus Routes have been fully implement ed 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. Key Considerations 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. Benefits Express Bus services contribute to congestion relief on SR-91. Current Status 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. Schedule and Cost 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. SR-91 Corridor Operations Project 2020 SR-91 IMPLEMENTATION PLAN 23 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 im provements 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). Key Considerations 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 by the use of 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 Lanes Connector and the SR-91 Sixth GP Lane Addition projects. Benefits The 91 COP will reduce congestion and delays along westbound SR-91 between McKinley Street and SR-241. Current Status 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. Final design is also proceeding with project advertisement and contract award anticipated in 2020. Schedule and Cost Construction is planned for completion in 2021/2022. The total project cost is estimated to be $44,000,000. Sixth General Purpose Lane Addition (SR-241 to SR-71) 2020 SR-91 IMPLEMENTATION PLAN 24 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 (now 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 sixth general purpose lane in each direction 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. Key Considerations 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 91 COP, SR- 71/SR-91 interchange and the SR-241/SR-91 Tolled Express Lanes Connector. Benefits The SR-91 Sixth General Purpose Lane Addition will reduce congestion and delays by providing additional SR-91 capacity from SR-241 to SR-71. Current Status Preliminary engineering is complete but may need to be revisited at a future date. The SR-91 Sixth General Purpose Lane Addition is currently discussed in the SR-91 CIP environmental document for the SR-91 that was completed in 2012. Schedule and Cost Anticipated project completion and cost are to be determined SR-241/SR-91 Tolled Express Lanes Connector 2020 SR-91 IMPLEMENTATION PLAN 25 Project Description The SR-241/SR-91 Tolled Express Lanes Connector would construct a direct connector between SR-241 and the 91 Express Lanes, carrying northbound (NB) SR-241 traffic to eastbound (EB) 91 Express Lanes and westbound (WB) 91 Express Lanes traffic to southbound (SB) SR-241. Key Considerations 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 northbound SR-241 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 this 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, SR-91 Corridor Operations Project, 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. Benefits The project will provide connectivity between the 91 Express Lanes and the SR 241 Toll Road, which will enhance operations along the SR-91 general purpose lanes while also improving traffic operations on northbound SR-241. Current Status Preliminary engineering concepts for a SR-241/SR-91 Tolled Express Lanes Connector have been developed by the Foothill/Eastern Transportation Corridor Agency (TCA) 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 the 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. The Final Environmental Document has been signed by Caltrans and circulated for public review. Caltrans approval of the project with the Record of Decision was completed in April 2020. Schedule and Cost Agreements to document roles and responsibilities for funding, delivery and operation of the project are under development by the multi-agency team. Final Design is expected to be completed in 2022. Construction is anticipated to last approximately 26 months beginning in 2023 wit h project opening in 2025. The total cost of the Project would be approximately $183 million. 2020 SR-91 IMPLEMENTATION PLAN 26 Appendix A - Post-2035 and Conceptual Projects Concepts for potential Post-2035 implementation (potentially earlier if funding becomes available) focus on longer-lead time projects. This multi-billion dollar program may include: an elevated 4-lane facility (MIS Corridor A) from SR-241 to I-15; the Anaheim to Ontario International Airport Maglev High Speed Rail; the Irvine-Corona Expressway (ICE) 4-lane facility from SR-241/SR-133 to I-15/Cajalco Road (formerly known as MIS Corridor B), Westbound SR-91 to Southbound SR-55 Connector Improvements, and Eastbound SR-91 Fifth Lane Addition at SR-241. These potential concepts include significant environmental constraints and right of way requirements in addition to requiring a significant amount of planning, design, and future policy and public input. Concept Summary Cost ($M) Elevated 4-Lane Facility (MIS Corridor A) from SR-241 to I-15 2,720 Anaheim to Ontario International Airport Maglev High Speed Rail 2,770-3,200 Irvine-Corona Expressway (ICE) 4-Lane Facility from SR-241/SR-133 to I-15/Cajalco Road 8,855 Westbound SR-91 to Southbound SR-55 Connector Improvements 75-150 Eastbound SR-91 Fifth Lane Addition at SR-241 31 SUBTOTAL 14,451 – 14,956 Elevated 4-Lane Facility from SR-241 to I-15 (MIS Corridor A) 2020 SR-91 IMPLEMENTATION PLAN 27 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. Key Considerations 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 project s 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. 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. Benefits 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. 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 Anticipated project completion is post-2035 and construction cost is estimated to be $2,720,000,000 (2005 dollars). Anaheim to Ontario International Airport Maglev High Speed Rail 2020 SR-91 IMPLEMENTATION PLAN 28 Concept Description Proposals for a new super-speed train corridor from Anaheim to Ontario are included in this concept. This concept includes an alternative that would use SR-91 right-of-way or would be aligned adjacent to SR-91 right-of-way or could potentially be co-located with the Major Investment Study (MIS) Corridor A alignment. Another alignment opportunity is being investigated along SR-57. Key Considerations Alternative alignment impacts to SR-91 right-of-way envelope and/or Santa Ana River are undetermined. The choice of alignment will potentially impact MIS Corridor A. Right-of-way (R/W) will be required to implement the improvements. Potential considerations for co-locating the Magnetic Levitation (Maglev) train adjacent to Corridor A (and also SR-91) include providing a two-column structure with a barrier between the trains and vehicles. 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. See the MIS Corridor A project for additional considerations. Coordination with Metrolink improvements will be required. Benefits The concept would provide congestion relief by providing a direct high-speed/high-capacity connection with Ontario International Airport for Orange County air passengers and business next-day deliveries. Maglev will make the trip in just 14.5 minutes. Relieves congestion on SR-91 by providing additional capacity in the corridor. Current Status Since 2012, no progress on this project has occurred. Preliminary design, engineering and Phases 1 and 2 of a Preliminary Environmental Impact Statement/Environmental Impact Statement (PEIS/EIS) are completed. Congress approved $45M in SAFETEA-LU for the environmental phase of the project. Construction funding of up to $7 billion was identified through a loan commitment from the China Export-Import Bank. Schedule and Cost Anticipated project completion is to be determined and construction cost is estimated to be from $2,770,000,000 to $3,200,000,000 (2012 dollars). Irvine-Corona Expressway (ICE) from SR-241/SR-133 to I-15 2020 SR-91 IMPLEMENTATION PLAN 29 Concept Description The improvements primarily consist of constructing a highway and rail facility through the Cleveland National Forest with freeway-to-freeway connectors at SR-241/SR-133 and I- 15/Cajalco Road. The facility would essentially be a continuation of SR-133 on the west end of the corridor, to I-15 on the east end. Key Considerations The tunnel concept is technically feasible based on the geotechnical investigation completed in December 2009. The initial project phase would be the const ruction of one 2-lane highway tunnel and one rail tunnel. The second project phase would include construction of a second 2-lane highway tunnel. Additional technical studies and geotechnical borings would be needed to refine the tunnel alignments and grades. Costs associated with the Irvine-Corona Expressway (ICE) tunnels are based on the Feasibility Evaluation Report completed in December 2009. A financial analysis will be needed for the construction, operations and toll requirements of the ICE tunnels. Benefits The concept would provide significant congestion relief by providing an alternative route between Orange and Riverside counties and would allow vehicles to bypass SR-91 between SR- 241 and I-15. The concept would not disrupt SR-91 traffic during construction and would allow for additional route selection for incident management, emergency evacuation, and for continuity of the highway network by linking SR-133 to I-15. Current Status On August 27, 2010 the Riverside Orange Corridor Authority Board took action to defer additional study of the ICE concept until such time as financial considerations improve and/or technological advancements warrant reexamination. Review of the concept shall be done annually through the SR-91 Implementation Plan update to determine if any of the major assumptions about financial considerations, private sector interest, or technological advancements have changed to make the tunnel financially viable. (See “ICE status summary” for further discussion). Schedule and Cost Anticipated project completion is post-2035 and construction cost is estimated to be $8,855,000,000 (2009 dollars). W estbound SR-91 to Southbound SR-55 Connector Improvements 2020 SR-91 IMPLEMENTATION PLAN 30 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. Key Considerations 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. This study is currently being conducted. 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 AV 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. Benefits 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. 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 Anticipated project completion is post-2035 and construction cost is estimated to be from $75,000,000 to $150,000,000 (2014 dollars). Eastbound Fifth Lane Addition at SR-241 2020 SR-91 IMPLEMENTATION PLAN 31 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. Key Considerations 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, mergin g 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. Benefits 1) 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. 2) Potentially eliminate queue jumping in this area from EB SR- 91 as well as Weir Canyon Rd. 3) Potentially reduce speed differential between through lanes, thus creating a more balanced flow. 4) Potentially provide balanced lane utilization at high traffic demand area. 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 Total project cost, based on Caltrans’ estimate, is $31.25 million. Project schedule has not been determined. 2020 SR-91 IMPLEMENTATION PLAN 32 Appendix B - COMPLETED PROJECT EXHIBITS 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.). 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 La Sierra Metrolink Parking Improvements February 2019 2020 SR-91 IMPLEMENTATION PLAN 33 2020 SR-91 IMPLEMENTATION PLAN 34 2020 SR-91 IMPLEMENTATION PLAN 35 2020 SR-91 IMPLEMENTATION PLAN 36 2020 SR-91 IMPLEMENTATION PLAN 37 2020 SR-91 IMPLEMENTATION PLAN 38 202019 SR-91 IMPLEMENTATION PLAN 39 2020 SR-91 IMPLEMENTATION PLAN 40 2020 SR-91 IMPLEMENTATION PLAN 41 Appendix C - REFERENCES The following documents and resources were used in the development of the 2020 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 Lanes 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 California – Nevada Interstate Maglev Project Report, Anaheim-Ontario Segment; California-Nevada Super Speed Train Commission, American Magline Group, August 2003 Route Concept Reports for SR-91, Caltrans Districts 8 and 12 Various Preliminary Drawings and Cross Sections, Caltrans Districts 8 and 12 Draft 2020 State Route 91 Implementation Plan 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 •Not financially constrained •Bi-county collaborative effort 2 SR-91 –State Route 91 I-15 –Interstate 15 SR-57 –State Route 57 Culmination of Efforts 3 •Eight projects completed •$1.9 billion invested Culmination of Efforts (continued) 4 •66.5 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 Guiding Principles 6 o SR-91 corridor improvements phased in such a way that will minimize traffic impacts to the corridor o Optimize vehicle throughput at free flow speeds and increase vehicle occupancy o Balance capacity and demand to serve toll customers and carpoolers (3+) at a discounted rate o Generate sufficient revenue to sustain the financial viability of the 91 Express Lanes o Pay debt service and maintain debt service coverage o Reinvest net revenues on the SR-91 corridor to improve regional mobility, when appropriate Orange County Projects 7 •SR-91 improvements between SR-57 and SR-55 •Anaheim Canyon Metrolink Station improvements •Placentia Metrolink Rail Station •Fairmont Boulevard improvements SR-55 -State Route 55 Riverside County Projects 8 •15/91 Express Lanes Connector •SR-71/SR-91 interchange •Improvements east of I-15 SR-71 -State Route 71 Bi-County Projects 9 •Express Bus Service •SR-91 Corridor Operations Project •General-purpose lane addition (SR-241 to SR-71) •SR-241/SR-91 Tolled Express Lanes Connector SR-241 –State Route 241 Project Sequencing o Consensus between OCTA, RCTC, Caltrans, and TCA in October 2019 o Allows for streamlining of the SR-241/SR-91 Tolled Express Lanes Connector while minimizing impacts to the 91 corridor o 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 Lanes Connector *SR-241/SR-91 Tolled Express Lanes Connector is not dependent upon completion of SR-71/SR-91 Interchange improvements 10 OCTA –Orange County Transportation Authority RCTC –Riverside County Transportation Commission Caltrans –California Department of Transportation TCA –Transportation Corridor Agencies Recommendation/Next Steps 11 •Receive and file as an information item •Continue project implementation efforts •Continue seeking external funding opportunities CORONAVIRUS (COVID-19) IMPACTS TO THE 91 EXPRESS LANES State Route 91 Advisory Committee June 5, 2020 1 IMPACTS TO DAILY OPERATIONS 2 Administrative Office -Anaheim 3 91 Express Lanes Administrative Office 180 North Riverview Drive Anaheim Administrative Office -Anaheim 4 •No face-to-face customer interactions •Reduced staff with core functions operating –Traffic operations center –Incident management •Additional sanitizing and social distancing Customer Service Center -Corona 5 91 Express Lanes Customer Service Center 301 Corporate Terrace Circle Corona Customer Service Center -Corona 6 •Closed the customer walk-in center •Maintaining Customer Service –Call center –Website •Additional sanitizing and social distancing –Operator employees –Riverside County Health Orders Customer Fees 7 •Account fees –Standard Plan and Express Club –Temporarily discontinued •Non-sufficient fund fees –Credit card transactions –Discontinued •Resumption of fees –More normal operating conditions Violations Processing 8 •Customer collections –escalated violations –Calls and letters –Temporarily discontinued •Transmittal of violation files to collections agency –Temporarily discontinued •California Franchise Tax Board –Tax return intercept program –Temporarily discontinued Toll Rates -RCTC 9 •Initial March rate reductions –Peak periods, mornings and afternoons –Comparable to adjacent “shoulder” periods •Periodic toll rate assessment –Data-driven analysis –Consistent with approved toll policy •April rate reductions •Future rate changes Toll Rates -OCTA 10 •Received Board approval to temporarily modify Toll Policy •Temporary suspension of holiday toll rate schedules •Ability to cancel automatic July 1 cost-of-living adjustments •Next toll adjustment scheduled for July 1, 2020 IMPACTS TO EXPRESS LANES TRAFFIC AND TOLL REVENUE 11 0 50,000 100,000 150,000 200,000 250,000 300,000 350,000 Saturday, February 1, 2020 Saturday, February 22, 2020 Saturday, March 14, 2020 Saturday, April 4, 2020 Saturday, April 25, 2020 Saturday, May 16, 2020 Weekly Traffic Volumes 12 Riverside County 13 Riverside County $- $200,000 $400,000 $600,000 $800,000 $1,000,000 $1,200,000 $1,400,000 $1,600,000 Saturday, February 1, 2020 Saturday, February 22, 2020 Saturday, March 14, 2020 Saturday, April 4, 2020 Saturday, April 25, 2020 Saturday, May 16, 2020 Weekly Potential Revenue 0 50,000 100,000 150,000 200,000 250,000 300,000 350,000 400,000 Saturday, February 1, 2020 Saturday, February 22, 2020 Saturday, March 14, 2020 Saturday, April 4, 2020 Saturday, April 25, 2020 Saturday, May 16, 2020 Weekly Traffic Volumes 14 Orange County $0 $200,000 $400,000 $600,000 $800,000 $1,000,000 $1,200,000 Saturday, February 1, 2020 Saturday, February 22, 2020 Saturday, March 14, 2020 Saturday, April 4, 2020 Saturday, April 25, 2020 Saturday, May 16, 2020 Weekly Potential Revenues 15 Orange County PLANNING FOR THE REBOUND 16 17 Resuming Customer Service Center Operations State and county health order changes Phased re-openings Agency re-opening decision Operator office measures Employee separation Office cleaning, sanitizing Face masks Customer measures Shields Sanitizing station Queue management Upcoming Activities 18 •Seek Board/Commission approval of revised budgeted amounts •Monitor traffic volumes, revenues, and operational activities •Pay debt service payments due in August 2020 •Provide updated information to the Board/Commission and rating agencies QUESTIONS? 19