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HomeMy Public PortalAbout06 June 07, 2019 Special SR-91 Advisory AGENDA Special State Route 91 Advisory Committee Meeting Page 1 of 4 Committee Members Tim Shaw, OCTA, Chairman Bob Magee, RCTC, Vice Chairman Brian Berkson, RCTC Berwin Hanna, RCTC Gene Hernandez, OCTA Kevin Jeffries, RCTC Mark A. Murphy, OCTA Karen Spiegel, RCTC Donald P. Wagner, OCTA Ben J. Benoit, RCTC, Alternate Michael Hennessey, OCTA, Alternate Jose F. Moreno, OCTA, Alternate Michael Beauchamp, Caltrans Dist. 8, Ex-Officio Ryan Chamberlain, Caltrans Dist. 12, Ex-Officio Ray Marquez, SBCTA, Ex-Officio City of Corona - City Hall 400 South Vicentia Avenue Council Chambers - First Floor Corona, California Friday, June 7, 2019, at 9:00 a.m. Teleconference Sites: Lakeland Village Community Center 16275 Grand Avenue Ground Level, Building D Lake Elsinore, CA Orange County Transportation Authority – Headquarters 600 South Main Street Conference Room 1234 – 12th Floor Orange, CA AGENDA Special State Route 91 Advisory Committee Meeting Page 2 of 4 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. Call to Order Roll Call Pledge of Allegiance Member M. Murphy 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 State Route 91 Advisory Committee meeting of March 1, 2019. AGENDA Special State Route 91 Advisory Committee Meeting Page 3 of 4 3. Joint 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 2019 through April 2019 have been prepared for State Route 91 A dvisory 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 Joint 91 Express Lanes Status Reports for the months of January 2019 through April 2019. Regular Calendar 4. Draft 2019 State Route 91 Implementation Plan Darrell E. Johnson, Chief Executive Officer, Orange County Transportation Authority Anne Mayer, Executive Director, Riverside County Transportation Commission 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 potential 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 2019 State Route 91 Implementation Plan is provided. Recommendation Receive and file as an information item. AGENDA Special State Route 91 Advisory Committee Meeting Page 4 of 4 Discussion Items 5. 91 Express Lanes Customer Service Center Jennifer Crosson, Toll Operations Manager, Riverside County Transportation Commission, 91 Express Lanes In March 2019, the Orange County Transportation Authority and Riverside County Transportation Commission completed moving the 91 Express Lanes customer serv ice center to a new location in Corona. The new location at 301 Corporate Terrace Circle, which is owned by Riverside County Transportation Commission, serves as the walk -up center for customers, call center for customer calls, and transponder distribution location. Riverside County Transportation Commission staff will be providing a presentation on the move and the new location . 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. 10. Adjournment The next regularly scheduled meeting of this Committee will be held at 9:00 a.m. on Friday, October 4, 2019, at the Orange County Transportation Authority Headquarters, 550 South Main Street, Board Room - Conference Room 07, Orange, California. MINUTES State Route 91 Advisory Committee Meeting March 1, 2019 Page 1 of 10 Committee Members Present Tim Shaw, Chairman Bob Magee, Vice Chairman (Teleconference) Brian Berkson, RCTC Berwin Hanna, RCTC Gene Hernandez, OCTA Karen Spiegel, RCTC Michael Hennessey, OCTA, Alternate Jose F. Moreno, OCTA, Alternate Michael Beauchamp, Caltrans District 8, Ex-Officio Ryan Chamberlain, Caltrans District 12, Ex-Officio Ray Marquez, SBCTA, Ex-Officio Committee Members Absent Kevin Jeffries, RCTC Mark A. Murphy, OCTA Staff Present Darrell E. Johnson, OCTA, Chief Executive Officer Anne Mayer, RCTC, Executive Director Ken Phipps, OCTA, Deputy Chief Executive Officer Michael Blomquist, RCTC, Toll Program Director Laurena Weinert, OCTA, Clerk of the Board Olga Prado, OCTA, Assistant Clerk of the Board James Donich, OCTA, General Counsel OCTA and RCTC Staff and Members of the General Public Call to Order The March 1, 2019 regular meeting of the State Route (SR) 91 Advisory Committee was called to order by Committee Chair Spiegel at 9:00 a.m. Roll Call Committee Chair Spiegel announced that several of the Members would participate in today’s meeting via teleconferencing, and all votes would be taken by roll call. Pledge of Allegiance Member Hanna led in the Pledge of Allegiance. MINUTES State Route 91 Advisory Committee Meeting March 1, 2019 Page 2 of 10 1. Public Comments No public comments were received. Special Calendar 2. Election of New State Route 91 Advisory Committee Chair Committee Chair Spiegel opened nominations for the office of Committee Chair. A motion was made by Chair Spiegel, seconded by Member Hernandez, and following a roll call vote, declared passed 8-0 by those present, to elect current Committee Vice Chairman Tim Shaw as the Chairman for the State Route 91 Advisory Committee. 3. Election of New State Route 91 Advisory Committee Vice Chair Immediate Past Committee Chair Spiegel opened nominations for the office of Committee Vice Chair. A motion was made by Member Hanna, seconded by Member Hennessey, and following a roll call vote, declared passed 8 -0 by those present, to elect Member Bob Magee as the Committee Vice Chairman for the State Route 91 Advisory Committee. 4. Proposed State Route 91 Advisory Committee Meeting Calendar for 2019 Committee Chairman Shaw noted a correction to the description for this item and stated the Committee meeting calendar being proposed should read 2019, not 2016. A motion was made by Member Hanna, seconded by Member Moreno, and following a roll call vote, declared passed 8 -0 by those present, to approve the proposed 2019 meeting schedule for the State Route 91 Advisory Committee. Consent Calendar (Items 5 through 8) 5. Approval of Minutes – September 7, 2018 A motion was made by Member Moreno, seconded by Member Hernandez, and following a roll call vote, declared passed 6-0 by those present, to approve the minutes of State Route 91 Advisory Committee meeting of September 7, 2018. Members Berkson and Moreno abstained due to not being in attendance at the September 7, 2018 meeting. MINUTES State Route 91 Advisory Committee Meeting March 1, 2019 Page 3 of 10 6. Joint 91 Express Lanes Monthly Status Reports A motion was made by Member Moreno, seconded by Member Hernandez, and following a roll call vote, declared passed 8-0 by those present, to receive and file the Joint 91 Express Lanes Monthly Status Reports for the months of July 2018 through December 2018. 7. Orange County Transportation Authority Fiscal Year 2017-18 91 Express Lanes Annual Financial Statements A motion was made by Member Moreno, seconded by Member Hernandez, and following a roll call vote, declared passed 8-0 by those present, to receive and file the Orange County Transportation Authority Fiscal Year 2017 -18 91 Express Lanes Annual Financial Statements. 8. Fiscal Year 2017 -18 Riverside County Transportation Commission 91 Express Lanes Annual Financial Statements A motion was made by Member Moreno, seconded by Member Hernandez, and following a roll call vote, declared passed 8-0 by those present, to receive and file Fiscal Year 2017-18 Riverside County Transportation Commission 91 Express Lanes Fund audited financial statements. Regular Calendar There were no Regular Calendar matters. Discussion Items 9. State Route 91 Corridor Plans Kia Mortazavi, Executive Director of Planning, Orange County Transportation Authority (OCTA), provided background information and a PowerPoint presentation for this item as follows: • SR-91 Corridor Vicinity Map; • Today (Accomplishments); • Major Completed Measure Projects; • Upcoming Measure Projects (partial list); and • Planned Non-Measure Projects. MINUTES State Route 91 Advisory Committee Meeting March 1, 2019 Page 4 of 10 9. (Continued) Valerie McFall, Chief Environmental Planning Officer, Transportation Corridor Agencies (TCA), and Steve Abendschein, Senior Principal, Managing Leader from Stantec, co-presented a PowerPoint for this item as follows: • SR-241/SR-91 Express Connector Project (241/91 connector); • Background and History/Timeline; • Data Collection Overview and Existing Conditions: o Traffic Count Locations o Existing Conditions a.m. Westbound – Peak o Existing Conditions p.m. Eastbound – Peak; • 2018 Existing Conditions Vissim Model Calibration: o 2018 Existing Conditions o Speed HEAT Map ▪ Westbound: 5:00 a.m. to 10:00 a.m. ▪ Eastbound: 2:00 p.m. to 8:00 p.m.; • Scenarios Definition; • 2025 Build versus 2025 No Build: o Period Volumes at County Line: 5:00 a.m. to 10:00 a.m. o Speed HEAT Map Westbound: 5:00 a.m. to 10:00 a.m. o Travel Time Summary Westbound: 5:00 a.m. to 10:00 a.m. o Peak Period Volumes at County Line: 2:00 p.m. to 7:00 p.m. o Speed HEAT Map Eastbound: 2:00 p.m. to 8:00 p.m.; and o Travel Time Summary Eastbound: 2:00 p.m. to 7:00 p.m. A lengthy discussion ensued as follows: • Concerns about the Speed HEAT maps (HEAT maps) and modeling data, the HEAT maps do not assume the improvements at the SR-91/SR-71 interchange, and the chokepoint being pushed further down. • Travelers coming into the Gypsum Canyon area are taking arterials as far as possible to find a path to the least congestion on the SR-91 general purpose (GP) lanes. • 2025 Build models show both westbound (WB) and eastbound (EB) queue lengths in Riverside and Orange counties will be shortened. • Concerns about impacts to the city of Yorba Linda, Corona, and the surrounding cities caused by drivers using surface streets to avoid the traffic queue. • The project includes separating the SR-241 north WB traffic from the SR-241 north EB traffic before Windy Ridge Road, and a concrete barrier will be added. MINUTES State Route 91 Advisory Committee Meeting March 1, 2019 Page 5 of 10 9. (Continued) • The TCA is working with the California Department of Transportation (Caltrans) to identify interim improvements such as placement of channelizers. • The purpose of the study was to compare Build versus No Build conditions, and there is no concrete data that shows drivers will stay on the freeway with the improvements. • Caltrans is progressively working on enhancements such as California Highway Patrol enforcement, restriping, and signage placement to prevent queue jumping. • Concerns about construction already taking place on the SR-91 and Interstate 15 (I-15), and the impacts from this project. • The final environmental document will be done in August, the project would open by 2023, and coordination will be needed between Caltrans, OCTA, the Riverside County Transportation Commission (RCTC), and the TCA. • The 91 Express Lanes project was “modeled” with the 241/91 connector in it, and the financing was based on that model. • RCTC’s financing is in very solid condition and if the 241/91 connector is not built, it will not have an impact on the status of its financing. Mr. Mortazavi concluded the OCTA PowerPoint presentation as follows: • Planned Non-Measure Projects; • Key Connector Considerations; and • Sequencing and Benefits. A robust discussion ensued as follows: • To not overload the 91 GP lanes, the connector would be dynamically priced, and there is no pricing cap. • TCA is committed to pay the cost of construction and current plans are to finance the cost, however, a final decision has not been made. • Consideration being discussed for the use of surplus revenues generated by TCA’s toll road system and the 241/91 connector is identifying ways the surplus revenues can be used for the benefit of the region. • A breakdown of the toll fees for using the OCTA/RCTC 91 Express Lanes, 241/91 connector, and the SR-241 toll road was provided, and it was noted that those fees are in today’s dollars and will escalate over time. • Suggestion to explore the most cost efficient option, and it is critical to identify who will operate the 241/91 connector and what decisions are made. • The TCA is open to return to operational discussions with RCTC, OCTA, and Caltrans, and an agreement between the agencies will be needed. MINUTES State Route 91 Advisory Committee Meeting March 1, 2019 Page 6 of 10 9. (Continued) • The TCA believes that the project improves the entire corridor as it increases capacity and reduces travel time. RCTC believes ultimately this is correct, however, sequencing and timing need s to be considered. • Concerns that drivers who do not want to pay dynamic pricing tolls will saturate the GP lanes. • Construction fatigue for residents near the project area, and Caltrans is trying to bundle projects into single construction periods. • OCTA and RCTC feel the project will provide a benefit on the WB direction; however, the EB direction is a serious concern as there is not adequate downstream capacity and the bottleneck is moving from one place to another. • Evaluating a proper demand model that assumes changes in travel distribution would be beneficial for OCTA and RCTC. • The underline growth between 2018 – 2025 is rooted in a travel demand model and with the Build model, a higher demand is seen. The simulation model did not change the time of day profile. • Caltrans perspective is that the 241/91 connector provides a benefit to the SR-91 corridor, and sequencing needs to be discussed. • Caltrans D-12 expressed concerns on the project sequencing listed on Slide 8 of the OCTA PowerPoint and asked if modeling or sensitivity testing had been done. • Three of the four projects shown on Slide 8 of the PowerPoint are almost shovel-ready and have been in development in concert with Caltran s. • The 241/91 connector is revenue positive for the RCTC system; however, the corridor needs to operate cohesively and in a way that benefits everyone who uses it. • Suggestion to look at data and see how other connectors, such as the Interstate 5 connector between San Juan Capistrano and San Clemente, have played out for comparison purposes. • Respective staff should work together on an orchestrated sequencing and bring the item back for discussion after the environmental clearance is achieved and any legal challenges have been resolved. Darrell E. Johnson, Chief Executive Officer, OCTA, and Anne Mayer, Executive Officer, RCTC, provided closing remarks and the next steps as follows: • OCTA and RCTC are trying to ensure that the entire network works. • Expressed acknowledgment to the TCA for their hard work and for answering the numerous questions asked by the Committee. MINUTES State Route 91 Advisory Committee Meeting March 1, 2019 Page 7 of 10 9. (Continued) • OCTA and RCTC feel a sense of urgency on the Infrastructure for Rebuilding America (INFRA) grant application funding to complete the three independent projects shown on Slide 9 of the OCTA PowerPoint . • Evaluate opportunities to advance other corridor improvements prior to or concurrent with the proposal from TCA. • OCTA and RCTC want to hold project sequencing discussions with Caltrans and include the sequencing information in the 2019 SR-91 Implementation Plan. • OCTA and RCTC see adding capacity to the corridor as a benefit overall; however, a thoughtful approach needs to be taken and RCTC’s Measure A and OCTA’s Measure M2 should be considered. • The three projects that RCTC is seeking partial federal funding for are very important to the SR-91 corridor and need to move forward. • Staff will continue to have conversations about the sequencing and the concept of operations. Following the discussion, no action was taken on this item. 10. Grant Funding Pursuit Anne Mayer, Executive Director, RCTC, provided opening remarks and introduced Jillian Guizado, Legislative Affairs Manager, RCTC, who provided a PowerPoint presentation on this item as follows: • INFRA 2019; • I-15/SR-91 Express Lanes Connector; • SR-71/SR-91 Interchange Project; • SR-91 Corridor Operations Project; and • Partners. A lengthy discussion ensued regarding: • Impacts on the 91 Express Lanes WB on the Orange County side. • The SR-91 Corridor Operations Project (Operations Project) will help move traffic through Green River into Orange County and feed into the SR-241 south. • The Green River area has a lot of congestion from merging and diverging traffic, and the Operations Project will help smooth operations on the SR-91 overall. • Research does not show the majority of traffic will go on to the SR-241 versus continue WB on the SR-91, however, it will be a significant number of vehicles. MINUTES State Route 91 Advisory Committee Meeting March 1, 2019 Page 8 of 10 10. (Continued) • The 91 Express Lanes and GP lanes benefit from the Operations Project; however, the majority of Green River traffic do not use the SR-241 connector. • The Operations Project eliminates the lane drop prior to the SR-241, allowing more distance to merge onto the SR-91, and overall provides a benefit to the WB SR-91 corridor. • The three projects are components originally in the 91 Express Lanes Project and had to be deferred because of the recession. • The WB additional lane in Orange County is included within the Measure M2 Program. • Construction for the Operations Project is expected to start in summer 2020. • There is no direct connector between the SR-241 and the SR-71. • The interchange project is for a direct flyover between the SR-91 and SR-71. Following the discussion, no action was taken on this item. 11. General Manager’s Report – Orange County Transportation Authority Ken Phipps, Deputy Chief Executive Director, OCTA, reported on the following: • OCTA and RCTC contract with Cofiroute USA, to provide operating services for the 91 Express Lanes on behalf of OCTA and RCTC. The agreement expires in June of 2021, and staff from both agencies have been working on a scope of work for a request for proposals (RFP). The RFP will be released in April and the evaluation committee will make a recommendation to the OCTA and RCTC Board of Directors in October 2019. This will allow ample time to implement a new back-office system and to migrate the data. • Item 6 on today’s agenda includes monthly reports through the end of December. From the end of December through mid-February, the performance on the road has been very good, traffic volumes increased by 5.5 percent, and toll revenues increased 5.2 percent as compared to last year. MINUTES State Route 91 Advisory Committee Meeting March 1, 2019 Page 9 of 10 12. Toll Program Director’s Report – Riverside County Transportation Commission Michael Blomquist, Toll Program Director, RCTC, reported on the following: • RCTC’s early February trips and traffic was a 5.4 percent increase over this time last year. That corresponds to a 23 percent increase in revenue over that same time period. • The Riverside Transit Agency (RTA) operates an express bus on the 91 Express Lanes and uses both the Riverside County and Orange County segments. RTA started this bus service in January 2018 with 385 boardings a day and completed the year with 625 boardings a day, making it a 62 percent increase in boardings. • The relocation of the Customer Service Center (CSC) in the City of Corona has been several years in the making. The work is now almost complete and next weekend, the relocation from the existing CSC to the new CSC in the City of Corona will take place, with the center opening for business Monday, March 11th. • There will be a sequence of customer notifications related to the CSC move, website and phone systems will both note the new CSC address, e-mail blasts will be sent before, on, and after the opening day, there will be signage to direct customers to the new site, as well as postings on the old building with maps and directions to the new location. 13. Committee Members’ Reports There were no Committee Members reports. 14. Closed Session There were no Closed Session items scheduled. MINUTES State Route 91 Advisory Committee Meeting March 1, 2019 Page 10 of 10 15. Adjournment The meeting adjourned at 11:03 a.m. The next regularly scheduled meeting of this Committee will be held at 9:00 a.m. on Friday, May 31, 2019, at the: City of Corona - City Hall 400 South Vicentia Avenue Council Chambers - First Floor Corona, California ATTEST Laurena Weinert OCTA Clerk of the Board Tim Shaw 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 7, 2019 To: State Route 91 Advisory Committee From: Kirk Avila, General Manager, OCTA Michael Blomquist, Toll Program Director, RCTC Subject: Joint 91 Express Lanes Status Reports Overview The 91 Express Lanes status reports for the months of January 2019 through April 2019 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 Joint 91 Express Lanes Status Reports for the months of January 2019 through April 2019. Background The joint monthly status reports are prepared to document 91 Express Lanes activity and are provided for State Route 91 Advisory Committee review. Discussion Gross potential toll revenue and traffic volume in the 91 Express Lanes for the Orange County Transportation Authority segment have exceeded prior year’s performance for the months of January 2019 through April 2019, with fiscal year (FY) 2018-19 year-to-date (YTD) traffic volume and gross potential toll revenue as of the end of April 2019 both increasing by 5.5 percent and 5.2 percent, respectively. Joint 91 Express Lanes Monthly Status Reports Page 2 For the Riverside County Transportation Commission segment, traffic volume and gross potential toll revenue continue to exceed prior year’s performance with FY 2018-19 YTD traffic volume and gross potential toll revenue exceeding by 5.2 percent and 21.2 percent, respectively. Staff will continue to closely monitor traffic and revenue data and report back to the State Route 91 Advisory Committee regularly. Summary The joint 91 Express Lanes status reports for the months of January 2019 through April 2019 are provided for review. The report highlights operational and financial activities. Attachments A. Joint 91 Express Lanes Status Report – As of January 31, 2019 B. Joint 91 Express Lanes Status Report – As of February 28, 2019 C. Joint 91 Express Lanes Status Report – As of March 31, 2019 D. Joint 91 Express Lanes Status Report – As of April 30, 2019 ATTACHMENT A Orange County Transportation Authority Riverside County Transportation Commission Status Report January 2019 As of January 31, 2019 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 ............................................................................................ 10 Operations Overview RCTC .......................................................................................... 11 Traffic and Revenue Statistics for RCTC ....................................................................... 11 RCTC Traffic and Revenue Summary ........................................................................... 13 RCTC Peak-Hour Volumes ........................................................................................... 14 RCTC Eastbound Peak-Hour Volumes ......................................................................... 15 RCTC Westbound Peak-Hour Volumes ........................................................................ 17 RCTC Operational Highlights ........................................................................................ 19 Financial Highlights RCTC ............................................................................................ 20 Joint Agency Trip and Revenue Statistics ..................................................................... 21 Joint Agency Traffic Statistics ....................................................................................... 21 Joint Agency Performance Measures............................................................................ 22 Joint Agency Transponder Distribution.......................................................................... 22 Number of Accounts by Fiscal Year .............................................................................. 23 Incoming Email Activity ................................................................................................. 23 3 OPERATIONS OVERVIEW OCTA TRAFFIC AND REVENUE STATIST ICS FOR OCTA Total traffic volume on the OCTA 91 Express Lanes for January 2019 was 1,360,016. This represents a daily average of 43,871. This is a 3.5% increase in total traffic volume from the same period last year when traffic levels totaled 1,313,903. Potential toll revenue for the month was $4,114,106 which represents an increase of 3.7% from the prior year’s total of $3,966,063. Carpool percentage for the month was 26.30% as compared to the previous year’s rate of 25.12%. 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 OCTA 91 Express Lanes and associated potential revenue for the month of January 2019. Current Month-to-Date (MTD) as of January 31, 2019 Trips Jan-19 MTD Actual Stantec MTD Projected # Variance % Variance Jan-18 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 1,002,301 1,042,806 (40,505)(3.9%)983,855 1.9% 3+ Lanes 357,715 319,410 38,305 12.0%330,048 8.4% Total Gross Trips 1,360,016 1,362,216 (2,200)(0.2%)1,313,903 3.5% Revenue Full Toll Lanes $4,033,705 $4,231,842 ($198,137)(4.7%)$3,888,690 3.7% 3+ Lanes $80,401 $80,731 ($330)(0.4%)$77,373 3.9% Total Gross Revenue $4,114,106 $4,312,573 ($198,467)(4.6%)$3,966,063 3.7% Average Revenue per Trip Average Full Toll Lanes $4.02 $4.06 ($0.04)(1.0%)$3.95 1.8% Average 3+ Lanes $0.22 $0.25 ($0.03)(12.0%)$0.23 (4.3%) Average Gross Revenue $3.03 $3.17 ($0.14)(4.4%)$3.02 0.3% 4 The 2019 fiscal year-to-date traffic volume and potential toll revenue increased by 5.9% and 5.8%, respectively, when compared with the same period last year and. Year-to-date average revenue per-trip is $2.97. 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 2018 through January 2019. FY 2018-19 Year to Date as of January 31, 2019 Trips FY 2018-19 YTD Actual Stantec YTD Projected # Variance % Variance FY 2017-18 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 7,475,646 7,631,253 (155,607)(2.0%)7,194,884 3.9% 3+ Lanes 2,692,985 2,328,424 364,561 15.7%2,409,691 11.8% Total Gross Trips 10,168,631 9,959,677 208,954 2.1%9,604,575 5.9% Revenue Full Toll Lanes $29,652,197 $30,450,076 ($797,879)(2.6%)$28,015,313 5.8% 3+ Lanes $530,317 $580,825 ($50,507)(8.7%)$504,958 5.0% Total Gross Revenue $30,182,514 $31,030,900 ($848,386)(2.7%)$28,520,271 5.8% Average Revenue per Trip Average Full Toll Lanes $3.97 $3.99 ($0.02)(0.5%)$3.89 2.1% Average 3+ Lanes $0.20 $0.25 ($0.05)(20.0%)$0.21 (4.8%) Average Gross Revenue $2.97 $3.12 ($0.15)(4.8%)$2.97 0.0% 5 O CTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between Full Toll trips and HOV3+ trips for FY 2018-19 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll trips and HOV3+ trips for FY 2018-19 on a monthly basis. 1,069,688 1,161,329 1,049,290 1,135,413 1,038,190 1,019,435 1,002,301 413,104 406,156 368,160 369,843 377,154 400,853 357,715 0 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 1,600,000 1,800,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Volume Month FY 2018-19 Traffic Volume Overview Full Toll Lanes 3+ Lanes $4,214,894 $4,624,936 $4,104,552 $4,480,483 $4,186,694 $4,006,933 $4,033,705 $78,927 $84,776 $64,603 $77,422 $68,532 $75,656 $80,401 $2,500,000 $3,000,000 $3,500,000 $4,000,000 $4,500,000 $5,000,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Revenue Month FY 2018-19 Revenue Summary Full Toll Lanes 3+ Lanes 6 Peak traffic hour in the eastbound direction reached or exceeded 90% or more of defined capacity 18 times during the month of January 2019. As demonstrated on the next chart, westbound peak hour traffic volumes top out at 79% of defined capacity. OCTA EASTBOUND PEAK -HOUR VOLUMES PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 339 730 21%$5.05 515 2,638 78%$5.95 562 3,194 94%$6.35 601 3,235 95% 1500 - 1600 $5.05 306 692 20%$7.00 671 2,891 85%$6.00 639 3,008 88%$9.65 638 2,637 78% 1600 - 1700 $5.05 304 703 21%$6.75 533 2,982 88%$8.80 567 2,881 85%$9.45 452 2,702 79% 1700 - 1800 $5.05 379 760 22%$6.90 528 2,432 72%$9.20 507 2,491 73%$6.90 541 2,749 81% 1800 - 1900 $5.05 376 753 22%$3.85 617 2,397 71%$4.75 458 1,679 49%$6.40 802 2,824 83% 1900 - 2000 $4.55 391 694 20%$3.75 389 1,201 35%$5.50 532 2,162 64%$5.95 592 1,868 55% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 445 2,494 73%$5.05 478 2,851 84%$5.05 448 2,885 85%$5.95 534 3,260 96%$6.35 588 3,359 99% 1500 - 1600 $5.40 713 3,274 96%$5.65 683 2,823 83%$7.00 749 2,959 87%$6.00 680 3,093 91%$9.65 785 2,632 77% 1600 - 1700 $5.25 470 2,765 81%$5.50 492 2,917 86%$6.75 518 3,151 93%$8.80 597 3,020 89%$9.45 531 2,617 77% 1700 - 1800 $5.20 623 3,053 90%$5.40 539 2,880 85%$6.90 479 2,493 73%$9.20 530 2,357 69%$6.90 627 2,872 84% 1800 - 1900 $5.40 768 2,576 76%$3.85 741 2,953 87%$3.85 751 2,902 85%$4.75 761 2,978 88%$6.40 796 2,889 85% 1900 - 2000 $3.75 436 1,379 41%$3.75 653 2,347 69%$3.75 728 2,573 76%$5.50 761 2,646 78%$5.95 685 2,149 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 $5.05 395 2,300 68%$5.05 408 2,657 78%$5.05 105 544 16%$5.95 449 2,952 87%$6.35 618 3,379 99% 1500 - 1600 $5.40 613 2,788 82%$5.65 601 2,550 75%$7.00 538 2,424 71%$6.00 645 3,009 89%$9.65 754 2,644 78% 1600 - 1700 $5.25 457 2,629 77%$5.50 441 2,661 78%$6.75 515 3,021 89%$8.80 457 2,654 78%$9.45 492 2,685 79% 1700 - 1800 $5.20 513 2,810 83%$5.40 524 2,596 76%$6.90 482 2,381 70%$9.20 450 2,084 61%$6.90 562 2,781 82% 1800 - 1900 $5.40 642 2,362 69%$3.85 651 2,672 79%$3.85 572 2,314 68%$4.75 547 2,037 60%$6.40 756 2,857 84% 1900 - 2000 $3.75 379 1,438 42%$3.75 560 2,127 63%$3.75 462 1,689 50%$5.50 390 1,447 43%$5.95 749 2,482 73% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 605 2,588 76%$5.05 424 2,868 84%$5.05 922 1,713 50%$5.95 470 2,955 87%$6.35 565 3,200 94% 1500 - 1600 $5.40 729 2,856 84%$5.65 658 2,843 84%$7.00 713 3,110 91%$6.00 670 3,107 91%$9.65 686 2,441 72% 1600 - 1700 $5.25 536 2,677 79%$5.50 431 2,717 80%$6.75 581 3,404 100%$8.80 557 2,946 87%$9.45 509 2,741 81% 1700 - 1800 $5.20 624 2,765 81%$5.40 585 2,851 84%$6.90 451 2,209 65%$9.20 505 2,464 72%$6.90 581 2,776 82% 1800 - 1900 $5.40 697 2,081 61%$3.85 692 2,864 84%$3.85 789 3,263 96%$4.75 688 2,896 85%$6.40 672 2,733 80% 1900 - 2000 $3.75 553 1,537 45%$3.75 702 2,797 82%$3.75 733 2,717 80%$5.50 684 2,577 76%$5.95 754 2,485 73% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 392 2,471 73%$5.05 413 2,812 83%$5.05 444 2,718 80%$5.95 462 3,117 92% 1500 - 1600 $5.40 693 3,129 92%$5.65 699 2,878 85%$7.00 654 2,896 85%$6.00 647 2,930 86% 1600 - 1700 $5.25 478 2,959 87%$5.50 521 3,040 89%$6.75 550 3,189 94%$8.80 520 2,868 84% 1700 - 1800 $5.20 565 2,975 88%$5.40 581 2,953 87%$6.90 477 2,518 74%$9.20 479 2,227 66% 1800 - 1900 $5.40 669 2,565 75%$3.85 732 3,021 89%$3.85 713 3,093 91%$4.75 565 2,311 68% 1900 - 2000 $3.75 599 2,248 66%$3.75 589 2,207 65%$3.75 678 2,620 77%$5.50 395 1,498 44% Monday 12/31/18 Tuesday 01/01/19 Wednesday 01/02/19 Thursday 01/03/19 Friday 01/04/19 Monday 01/07/19 Tuesday 01/08/19 Wednesday 01/09/19 Thursday 01/10/19 Friday 01/11/19 Monday 01/14/19 Tuesday 01/15/19 Wednesday 01/16/19 Thursday 01/17/19 Friday 01/18/19 Monday 01/21/19 Tuesday 01/22/19 Wednesday 01/23/19 Thursday 01/24/19 Friday 01/25/19 Monday 01/28/19 Tuesday 01/29/19 Wednesday 01/30/19 Thursday 01/31/19 Friday 02/01/19 7 OCTA W ESTBOUND PEAK -HOUR V OLUMES AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $1.65 46 96 3%$3.00 689 2,204 65%$3.00 719 2,133 63%$3.00 649 1,817 53% 0500 - 0600 $1.65 48 106 3%$4.85 770 2,189 64%$4.85 805 2,263 67%$4.60 705 2,224 65% 0600 - 0700 $1.65 33 91 3%$5.05 437 1,659 49%$5.05 479 1,716 50%$4.85 445 1,682 49% 0700 - 0800 $1.65 36 94 3%$5.55 333 1,433 42%$5.55 379 1,618 48%$5.40 352 1,533 45% 0800 - 0900 $1.65 91 227 7%$5.05 288 1,612 47%$5.05 326 1,734 51%$4.85 338 1,719 51% 0900 - 1000 $3.00 167 380 11%$4.00 334 1,437 42%$4.00 354 1,554 46%$4.00 378 1,828 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 $3.00 772 2,461 72%$3.00 775 2,343 69%$3.00 771 2,393 70%$3.00 780 2,335 69%$3.00 670 1,936 57% 0500 - 0600 $4.85 868 2,383 70%$4.85 993 2,639 78%$4.85 902 2,518 74%$4.85 892 2,504 74%$4.60 806 2,420 71% 0600 - 0700 $5.05 626 2,043 60%$5.05 632 2,021 59%$5.05 675 2,130 63%$5.05 656 2,103 62%$4.85 651 2,012 59% 0700 - 0800 $5.55 495 2,008 59%$5.55 511 2,054 60%$5.55 480 1,944 57%$5.55 528 2,091 62%$5.40 486 1,963 58% 0800 - 0900 $5.05 353 1,968 58%$5.05 321 1,962 58%$5.05 365 2,042 60%$5.05 394 2,123 62%$4.85 339 1,904 56% 0900 - 1000 $4.00 404 1,987 58%$4.00 350 1,966 58%$4.00 411 2,104 62%$4.00 395 2,242 66%$4.00 359 1,601 47% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 710 2,289 67%$3.00 688 2,078 61%$3.00 732 2,043 60%$3.00 707 2,055 60%$3.00 652 1,858 55% 0500 - 0600 $4.85 831 2,327 68%$4.85 833 2,238 66%$4.85 679 1,787 53%$4.85 790 2,153 63%$4.60 739 2,235 66% 0600 - 0700 $5.05 591 1,925 57%$5.05 581 1,861 55%$5.05 649 1,931 57%$5.05 590 1,823 54%$4.85 660 1,967 58% 0700 - 0800 $5.55 412 1,744 51%$5.55 416 1,752 52%$5.55 483 2,011 59%$5.55 446 1,797 53%$5.40 466 1,860 55% 0800 - 0900 $5.05 246 1,805 53%$5.05 223 1,522 45%$5.05 311 1,866 55%$5.05 292 1,913 56%$4.85 292 1,620 48% 0900 - 1000 $4.00 212 1,592 47%$4.00 176 1,487 44%$4.00 284 1,948 57%$4.00 258 1,798 53%$4.00 307 1,754 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 $3.00 572 1,767 52%$3.00 749 2,375 70%$3.00 769 2,354 69%$3.00 765 2,346 69%$3.00 674 1,912 56% 0500 - 0600 $4.85 570 1,737 51%$4.85 1003 2,679 79%$4.85 922 2,491 73%$4.85 887 2,390 70%$4.60 757 2,310 68% 0600 - 0700 $5.05 342 1,327 39%$5.05 641 2,130 63%$5.05 674 2,180 64%$5.05 701 2,227 66%$4.85 644 2,098 62% 0700 - 0800 $5.55 320 1,422 42%$5.55 490 2,137 63%$5.55 495 2,080 61%$5.55 460 1,963 58%$5.40 490 1,926 57% 0800 - 0900 $5.05 329 1,318 39%$5.05 300 2,050 60%$5.05 302 2,054 60%$5.05 342 2,133 63%$4.85 343 2,007 59% 0900 - 1000 $4.00 413 1,431 42%$4.00 333 2,380 70%$4.00 324 2,149 63%$4.00 368 2,178 64%$4.00 365 2,049 60% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 747 2,423 71%$3.00 765 2,449 72%$3.00 810 2,422 71%$3.00 749 2,236 66% 0500 - 0600 $4.85 879 2,489 73%$4.85 966 2,516 74%$4.85 857 2,391 70%$4.85 826 2,276 67% 0600 - 0700 $5.05 621 2,131 63%$5.05 611 2,084 61%$5.05 646 2,070 61%$5.05 653 2,033 60% 0700 - 0800 $5.55 512 2,130 63%$5.55 536 2,236 66%$5.55 528 2,262 67%$5.55 411 1,889 56% 0800 - 0900 $5.05 326 2,210 65%$5.05 329 2,167 64%$5.05 319 2,064 61%$5.05 262 1,700 50% 0900 - 1000 $4.00 296 2,059 61%$4.00 304 2,055 60%$4.00 288 2,155 63%$4.00 216 1,573 46% Monday 12/31/18 Tuesday 01/01/19 Wednesday 01/02/19 Thursday 01/03/19 Friday 01/04/19 Monday 01/07/19 Tuesday 01/08/19 Wednesday 01/09/19 Thursday 01/10/19 Friday 01/11/19 Monday 01/14/19 Tuesday 01/15/19 Wednesday 01/16/19 Thursday 01/17/19 Friday 01/18/19 Monday 01/21/19 Tuesday 01/22/19 Wednesday 01/23/19 Monday 01/28/19 Tuesday 01/29/19 Wednesday 01/30/19 Thursday 01/31/19 Friday 02/01/19 Thursday 01/24/19 Friday 01/25/19 8 OCTA OPERATIONAL HIGHLIGHTS On-road Operations OCTA Customer Assistance Specialists (CAS) responded to 103 calls during the month of January. Of those calls, 81 were to assist disabled vehicles and 9 call to remove debris. The CAS provided assistance to 6 accidents in the Express Lanes and 7 accidents originating from the SR91 general-purpose lanes. Electronic Toll and Traffic Management System Project Update An agreement with Kapsch TrafficCom USA, Inc., (Kapsch) was executed in June 2018 to provide toll lane system integrator services for the design, installation, operations, and maintenance of the electronic toll and traffic management system for the 91 Express Lanes. In January, Kapsch has developed several project plans and documentations and held weekly coordination meetings with OCTA and Cofiroute in preparation for the transition to the new lane system. This new lane system will be able to read the new 6C protocol as well as the current Title 21 protocol. F ollowing RCTC’s completion of their lane system installation on the 91 Express Lanes, OCTA will commence installation on the Orange County segment. It is anticipated the OCTA lane system equipment at the gantries will be replaced in spring 2019. 6C Transition Update In addition to the lane system replacement, the back-office system will need to be modified in order to process the new transponders and changes to the customer account plans. Modification to the back-office system will commence when the lane system installations for both OCTA and RCTC have been completed. Distribution of the new 6C transponders to customers will begin after the back-office system changes have been made. OCTA and RCTC have prepared a series of customer communication to be provided to customers to facilitate the transition to the new protocol and changes to the account plans. Amendment to the Three-Party Operating Agreement As referenced above, due to the back-office system changes, an amendment to the OCTA, RCTC, Cofiroute USA (CUSA) Operating Agreement is required. Staff from both OCTA and RCTC have been in negotiations with CUSA for the amendment. It is 9 anticipated there will be no change to the maximum obligation of the contract. The amendment is expected to be finalized by early spring 2019. California Highway Patrol Agreement Staff is currently in discussion with the California Highway Patrol (CHP) for a new agreement to provide enforcement services on the OCTA 91 Express Lanes. As a requirement of the Franchise Agreement, OCTA is required to use CHP for enforcement services. Staff will be bringing forth the agreement for Board approval in the next few months. 10 FINANCIAL HIGHLIGHTS OCTA Capital Asset Activity During the seven months ending January 31, 2019, capital asset activities included $349, 599 for the Electronic Toll and Traffic Management system replacement project and $114,251 for transponder purchases. 11 OPERATIONS OVERVIEW RCTC TRAFFIC AND REVENUE STATISTICS FOR RCTC Total traffic volume on the RCTC 91 Express Lanes for January 2019 was 1,186,225. This represents a daily average of 38,265. This is an 8% increase in total traffic volume from the same period last year when traffic levels totaled 1,098,507. Potential toll revenue for the month was $4,764,682 which represents an increase of 20.4% from the prior year’s total of $3,957,020. Carpool percentage for the month was 24.28% as compared to the previous year’s rate of 22.23%. 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 2019. Current Month-to-Date (MTD) as of January 31, 2019 Trips JAN-19 MTD Actual Stantec MTD Projected # Variance % Variance JAN-18 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 898,175 621,986 276,189 44.4% 854,256 5.1% 3+ Lanes 288,050 228,000 60,050 26.3% 244,251 17.9% Total Gross Trips 1,186,225 849,986 336,239 39.6% 1,098,507 8.0% Revenue Full Toll Lanes $4,724,916 $1,885,700 $2,771,216 141.8% $3,923,753 20.4% 3+ Lanes $39,766 $0 $39,766 $33,267 19.5% Total Gross Revenue $4,764,682 $1,885,700 $2,810,982 143.9% $3,957,020 20.4% Average Revenue per Trip Average Full Toll Lanes $5.26 $3.03 $2.23 73.6% $4.59 14.6% Average 3+ Lanes $0.14 $0.00 $0.14 $0.14 0.0% Average Gross Revenue $4.02 $2.22 $1.80 81.1% $3.60 11.7% 12 The 2019 fiscal year-to-date (YTD) traffic volume is 5.7% higher when compared with the same period last year. The 2019 fiscal year-to-date revenue is 23.3% higher than for the same period last year. The traffic and revenue increases are attributed to higher demand and increase toll rates to manage the demand. Year-to-date average revenue per-trip is $3.65. 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 t he RCTC 91 Express Lanes and associated potential revenue for the month s of July 2018 through January 2019. FY 2018-19 Year to Date as of January 31, 2019 Trips FY 2018-19 YTD Actual Stantec YTD Projected # Variance % Variance FY 2017-18 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 6,675,335 4,363,000 2,312,335 53.0%6,524,368 2.3% 3+ Lanes 2,137,267 1,552,343 584,924 37.7%1,814,507 17.8% Total Gross Trips 8,812,602 5,915,343 2,897,259 49.0%8,338,875 5.7% Revenue Full Toll Lanes $31,924,543 $13,123,457 $18,801,086 143.3%$25,882,489 23.3% 3+ Lanes $252,293 $0 $252,293 $218,282 15.6% Total Gross Revenue $32,176,836 $13,123,457 $19,053,379 145.2%$26,100,772 23.3% Average Revenue per Trip Average Full Toll Lanes $4.78 $3.01 $1.77 58.8%$3.97 20.4% Average 3+ Lanes $0.12 $0.00 $0.12 $0.12 0.0% Average Gross Revenue $3.65 $2.22 $1.43 64.4%$3.13 16.6% 13 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between Full Toll lanes and HOV3+ lanes for FY 2018-19 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll lanes and HOV3+ lanes for FY 2018-19 on a monthly basis. 958,212 1,043,813 942,845 1,013,705 927,903 890,682 898,175 325,279 323,925 294,904 298,233 298,982 307,896 288,050 0 175,000 350,000 525,000 700,000 875,000 1,050,000 1,225,000 1,400,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Volume Month FY 2018-19 Traffic Volume Overview Full Toll Lanes 3+ Lanes $4,450,594 $4,893,862 $4,278,176 $4,878,737 $4,408,880 $4,289,378 $4,724,916 $38,664 $39,292 $29,799 $34,897 $31,512 $38,363 $39,766 $2,000,000 $2,400,000 $2,800,000 $3,200,000 $3,600,000 $4,000,000 $4,400,000 $4,800,000 $5,200,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Revenue Month FY 2018-19 Revenue Summary Full Toll Lanes 3+ Lanes 14 RCTC PEAK -HOUR VOLUMES RCTC regularly evaluates traffic volumes for peak period hours where Express Lanes performance is degraded and either increases or decreases tolls. Toll rates were adjusted once in January to improve the level of service in the peak hours where demand exceeded capacity. Hours highlighted in green were increased and hours highlighted in red were decreased. Hours that are highlighted in yellow were flagged for continued evaluation. 15 RCTC E ASTBOUND PEAK -HOUR V OLUMES 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 $1.50 151 275 426 B $6.70 309 1019 1,328 F $8.85 304 1,110 1,414 F $17.70 302 1,010 1,312 F 1500 - 1600 $1.50 148 203 351 A $7.55 346 951 1,297 E $10.60 342 923 1,265 E $17.70 356 941 1,297 E 1600 - 1700 $1.50 137 189 326 A $5.15 234 959 1,193 D $7.90 267 872 1,139 D $11.40 250 922 1,172 D 1700 - 1800 $1.50 161 205 366 A $5.15 232 742 974 C $5.15 236 831 1,067 D $6.70 262 903 1,165 D 1800 - 1900 $1.50 153 175 328 A $5.15 268 666 934 C $5.15 180 487 667 B $6.70 373 828 1,201 E 1900 - 2000 $1.50 164 137 301 A $3.95 170 345 515 B $4.05 291 630 921 C $5.15 273 650 923 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 $6.70 239 946 1,185 D $6.70 243 984 1,227 E $6.70 240 1,010 1,250 E $8.85 263 1,254 1,517 F $17.70 340 1,099 1,439 F 1500 - 1600 $6.70 342 1,039 1,381 F $5.15 349 957 1,306 F $7.55 364 946 1,310 F $10.60 357 972 1,329 F $17.70 386 893 1,279 E 1600 - 1700 $5.15 216 908 1,124 D $6.70 229 900 1,129 D $5.15 240 972 1,212 E $7.90 269 947 1,216 E $11.40 261 951 1,212 E 1700 - 1800 $5.15 234 806 1,040 D $5.15 230 895 1,125 D $5.15 203 782 985 C $5.15 232 829 1,061 D $6.70 274 899 1,173 D 1800 - 1900 $5.15 330 692 1,022 D $5.15 285 822 1,107 D $5.15 320 810 1,130 D $5.15 312 900 1,212 E $6.70 395 932 1,327 F 1900 - 2000 $2.20 187 402 589 B $4.05 238 696 934 C $3.95 300 727 1,027 D $4.05 296 838 1,134 D $5.15 286 710 996 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 $6.70 215 883 1,098 D $6.70 185 800 985 C $6.70 186 749 935 C $8.85 246 995 1,241 E $17.70 414 1,143 1,557 F 1500 - 1600 $6.70 303 838 1,141 D $5.15 294 841 1,135 D $7.55 332 892 1,224 E $10.60 294 911 1,205 E $17.70 424 891 1,315 F 1600 - 1700 $5.15 172 814 986 C $6.70 183 753 936 C $5.15 206 867 1,073 D $7.90 173 822 995 C $11.40 283 980 1,263 E 1700 - 1800 $5.15 217 774 991 C $5.15 200 695 895 C $5.15 191 677 868 C $5.15 193 601 794 B $6.70 271 945 1,216 E 1800 - 1900 $5.15 255 645 900 C $5.15 254 694 948 C $5.15 228 681 909 C $5.15 218 541 759 B $6.70 371 905 1,276 E 1900 - 2000 $2.20 164 474 638 B $4.05 224 681 905 C $3.95 191 486 677 B $4.05 157 392 549 B $5.15 366 837 1,203 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 $6.70 320 930 1,250 E $6.70 200 983 1,183 D $6.70 151 738 889 C $8.85 247 1,042 1,289 E $17.70 374 1,060 1,434 F 1500 - 1600 $6.70 416 1,124 1,540 F $5.15 349 960 1,309 F $7.55 364 987 1,351 F $10.60 349 948 1,297 E $17.70 393 822 1,215 E 1600 - 1700 $5.15 348 1,167 1,515 F $6.70 183 829 1,012 D $5.15 252 1,003 1,255 E $7.90 253 945 1,198 D $11.40 249 989 1,238 E 1700 - 1800 $5.15 262 777 1,039 D $5.15 233 819 1,052 D $5.15 220 804 1,024 D $5.15 239 821 1,060 D $6.70 283 962 1,245 E 1800 - 1900 $5.15 315 571 886 C $5.15 295 743 1,038 D $5.15 342 888 1,230 E $5.15 310 865 1,175 D $6.70 328 932 1,260 E 1900 - 2000 $2.20 260 515 775 B $4.05 309 759 1,068 D $3.95 274 800 1,074 D $4.05 266 862 1,128 D $5.15 337 877 1,214 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 $6.70 215 869 1,084 D $6.70 230 976 1,206 E $6.70 220 943 1,163 D $8.85 260 1,044 1,304 F 1500 - 1600 $6.70 363 980 1,343 F $5.15 362 921 1,283 E $7.55 348 896 1,244 E $10.60 306 862 1,168 D 1600 - 1700 $5.15 239 957 1,196 D $6.70 226 924 1,150 D $5.15 235 1,022 1,257 E $7.90 213 870 1,083 D 1700 - 1800 $5.15 223 848 1,071 D $5.15 253 865 1,118 D $5.15 208 795 1,003 D $5.15 205 709 914 C 1800 - 1900 $5.15 256 706 962 C $5.15 324 786 1,110 D $5.15 333 852 1,185 D $5.15 259 647 906 C 1900 - 2000 $2.20 217 698 915 C $4.05 238 646 884 C $3.95 294 819 1,113 D $4.05 158 406 564 B 01/10/19 Friday 01/11/19Monday01/07/19 Tuesday 01/08/19 Wednesday 01/09/19 Wednesday 01/02/19 Thursday 01/03/19 Friday 01/04/19Monday12/31/18 Tuesday 01/01/19 Thursday Monday 01/21/19 Tuesday 01/22/19 Wednesday 01/23/19 Wednesday 01/16/19 Thursday 01/17/19 Friday 01/18/19Monday01/14/19 Tuesday 01/15/19 Monday 01/28/19 Tuesday 01/29/19 Thursday 01/24/19 Friday 01/25/19 Thursday 01/31/19 Friday 02/01/19Wednesday01/30/19 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 $1.90 112 150 262 A $5.05 143 595 738 B $5.05 147 753 900 C $5.15 153 723 876 C 1500 - 1600 $1.90 70 112 182 A $5.15 148 614 762 B $5.15 161 671 832 C $2.80 171 620 791 B 1600 - 1700 $1.90 73 115 188 A $2.85 122 619 741 B $2.80 156 637 793 B $2.85 99 587 686 B 1700 - 1800 $1.90 101 121 222 A $2.85 135 458 593 B $2.85 119 511 630 B $2.85 150 535 685 B 1800 - 1900 $1.90 114 97 211 A $2.85 129 456 585 B $2.85 86 279 365 A $2.85 199 516 715 B 1900 - 2000 $1.90 119 84 203 A $2.85 105 226 331 A $2.85 144 440 584 B $2.85 150 364 514 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 $2.85 134 632 766 B $5.15 141 703 844 C $5.05 126 671 797 B $5.05 145 716 861 C $5.15 147 774 921 C 1500 - 1600 $2.85 190 727 917 C $2.80 171 673 844 C $5.15 180 614 794 B $5.15 161 670 831 C $2.80 177 529 706 B 1600 - 1700 $2.85 135 615 750 B $2.85 112 647 759 B $2.85 127 705 832 C $2.80 139 658 797 B $2.85 135 561 696 B 1700 - 1800 $2.85 157 598 755 B $2.85 118 583 701 B $2.85 119 475 594 B $2.85 125 478 603 B $2.85 163 530 693 B 1800 - 1900 $2.85 166 472 638 B $2.85 167 545 712 B $2.85 183 515 698 B $2.85 177 489 666 B $2.85 144 431 575 B 1900 - 2000 $2.85 133 258 391 A $2.85 154 450 604 B $2.85 194 523 717 B $2.85 219 458 677 B $2.85 175 405 580 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 $2.85 102 625 727 B $5.15 87 529 616 B $5.05 98 552 650 B $5.05 98 630 728 B $5.15 137 754 891 C 1500 - 1600 $2.85 172 563 735 B $2.80 152 589 741 B $5.15 165 692 857 C $5.15 128 548 676 B $2.80 183 578 761 B 1600 - 1700 $2.85 114 537 651 B $2.85 105 559 664 B $2.85 121 636 757 B $2.80 126 570 696 B $2.85 109 602 711 B 1700 - 1800 $2.85 117 517 634 B $2.85 120 505 625 B $2.85 103 452 555 B $2.85 94 392 486 B $2.85 120 539 659 B 1800 - 1900 $2.85 142 465 607 B $2.85 129 477 606 B $2.85 127 432 559 B $2.85 118 338 456 B $2.85 173 515 688 B 1900 - 2000 $2.85 108 330 438 B $2.85 116 401 517 B $2.85 105 312 417 B $2.85 79 263 342 A $2.85 175 516 691 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 $2.85 150 568 718 B $5.15 123 708 831 C $5.05 66 503 569 B $5.05 144 691 835 C $5.15 120 725 845 C 1500 - 1600 $2.85 60 169 229 A $2.80 160 635 795 B $5.15 164 646 810 C $5.15 141 657 798 B $2.80 157 500 657 B 1600 - 1700 $2.85 158 604 762 B $2.85 101 594 695 B $2.85 142 767 909 C $2.80 117 694 811 C $2.85 130 605 735 B 1700 - 1800 $2.85 161 472 633 B $2.85 128 609 737 B $2.85 111 487 598 B $2.85 102 526 628 B $2.85 130 564 694 B 1800 - 1900 $2.85 175 362 537 B $2.85 129 515 644 B $2.85 172 627 799 B $2.85 142 537 679 B $2.85 124 513 637 B 1900 - 2000 $2.85 166 298 464 B $2.85 171 593 764 B $2.85 167 574 741 B $2.85 168 483 651 B $2.85 174 473 647 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 $2.85 94 612 706 B $5.15 114 671 785 B $5.05 99 607 706 B $5.05 101 779 880 C 1500 - 1600 $2.85 166 663 829 C $2.80 170 659 829 C $5.15 151 609 760 B $5.15 151 588 739 B 1600 - 1700 $2.85 114 642 756 B $2.85 122 677 799 B $2.85 127 687 814 C $2.80 115 601 716 B 1700 - 1800 $2.85 131 596 727 B $2.85 125 567 692 B $2.85 87 518 605 B $2.85 93 422 515 B 1800 - 1900 $2.85 119 474 593 B $2.85 160 554 714 B $2.85 103 530 633 B $2.85 124 461 585 B 1900 - 2000 $2.85 159 514 673 B $2.85 153 445 598 B $2.85 159 470 629 B $2.85 101 281 382 A Thursday 01/03/19 Friday 01/04/19Monday12/31/18 Tuesday 01/01/19 Wednesday 01/02/19 Monday 01/14/19 Tuesday 01/15/19 Wednesday 01/16/19 Wednesday 01/09/19 Thursday 01/10/19 Friday 01/11/19Monday01/07/19 Tuesday 01/08/19 Monday 01/21/19 Tuesday 01/22/19 Thursday 01/17/19 Friday 01/18/19 Thursday 01/31/19 Friday 02/01/19Monday01/28/19 Tuesday 01/29/19 Wednesday 01/30/19 Wednesday 01/23/19 Thursday 01/24/19 Friday 01/25/19 17 RCTC W ESTBOUND PEAK -HOUR V OLUMES 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 $1.50 16 27 43 A $7.85 384 1014 1,398 F $7.85 417 959 1,376 F $3.95 365 642 1,007 D 0500 - 0600 $1.50 17 29 46 A $18.45 444 657 1,101 D $18.20 484 733 1,217 E $9.20 424 900 1,324 E 0600 - 0700 $1.50 13 17 30 A $16.15 251 869 1,120 D $16.15 290 865 1,155 D $8.45 312 1,002 1,314 E 0700 - 0800 $1.50 19 35 54 A $13.95 252 864 1,116 D $12.20 265 992 1,257 E $6.70 267 979 1,246 E 0800 - 0900 $1.50 40 73 113 A $8.45 214 1015 1,229 E $9.20 237 986 1,223 E $6.70 211 891 1,102 D 0900 - 1000 $1.50 73 140 213 A $6.70 165 688 853 C $6.70 216 721 937 C $4.05 163 722 885 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 $7.85 407 1,041 1,448 F $7.85 414 1,059 1,473 F $7.85 395 1,067 1,462 F $7.85 433 1,098 1,531 F $3.95 376 687 1,063 D 0500 - 0600 $18.90 514 829 1,343 E $17.45 648 951 1,599 F $18.45 584 739 1,323 E $18.20 530 746 1,276 E $9.20 467 1,020 1,487 F 0600 - 0700 $17.55 350 932 1,282 E $17.15 329 918 1,247 E $16.15 389 1,102 1,491 F $16.15 388 1,107 1,495 F $8.45 413 1,153 1,566 F 0700 - 0800 $13.20 345 1,192 1,537 F $13.20 343 1,192 1,535 F $13.95 346 1,212 1,558 F $12.20 370 1,280 1,650 F $6.70 386 1,269 1,655 F 0800 - 0900 $8.45 250 1,351 1,601 F $8.45 234 1,322 1,556 F $8.45 239 1,379 1,618 F $9.20 263 1,333 1,596 F $6.70 212 1,259 1,471 F 0900 - 1000 $5.15 170 907 1,077 D $6.70 161 969 1,130 D $6.70 186 1,080 1,266 E $6.70 195 1,119 1,314 E $4.05 162 697 859 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 $7.85 386 956 1,342 E $7.85 344 863 1,207 E $7.85 377 777 1,154 D $7.85 367 835 1,202 E $3.95 343 602 945 C 0500 - 0600 $18.90 464 746 1,210 E $14.45 518 721 1,239 E $18.45 514 559 1,073 D $18.20 409 588 997 C $9.20 439 862 1,301 E 0600 - 0700 $17.55 321 843 1,164 D $17.15 259 737 996 C $16.15 600 1,848 2,448 F $16.15 294 833 1,127 D $8.45 384 1,044 1,428 F 0700 - 0800 $13.20 276 1,027 1,303 E $13.20 330 1,053 1,383 F $13.95 351 1,146 1,497 F $12.20 317 1,029 1,346 E $6.70 359 1,055 1,414 F 0800 - 0900 $8.45 170 1,130 1,300 E $8.45 189 1,063 1,252 E $8.45 232 1,114 1,346 E $9.20 224 1,209 1,433 F $6.70 225 903 1,128 D 0900 - 1000 $5.15 121 735 856 C $6.70 123 815 938 C $6.70 160 999 1,159 D $6.70 143 907 1,050 D $4.05 178 773 951 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 $7.85 326 744 1,070 D $7.85 392 1,033 1,425 F $7.85 427 1,079 1,506 F $7.85 402 1,041 1,443 F $3.95 361 675 1,036 D 0500 - 0600 $18.90 345 672 1,017 D $14.45 656 1,016 1,672 F $18.45 548 744 1,292 E $18.20 563 795 1,358 F $9.20 486 1,000 1,486 F 0600 - 0700 $17.55 206 720 926 C $17.15 324 941 1,265 E $16.15 416 1,111 1,527 F $16.15 399 1,111 1,510 F $8.45 404 1,214 1,618 F 0700 - 0800 $13.20 231 837 1,068 D $13.20 381 1,246 1,627 F $13.95 391 1,235 1,626 F $12.20 390 1,242 1,632 F $6.70 373 1,181 1,554 F 0800 - 0900 $8.45 213 673 886 C $8.45 234 1,414 1,648 F $8.45 247 1,397 1,644 F $9.20 244 1,428 1,672 F $6.70 261 1,218 1,479 F 0900 - 1000 $5.15 197 582 779 B $6.70 191 1,263 1,454 F $6.70 201 1,112 1,313 E $6.70 197 1,179 1,376 F $4.05 187 907 1,094 D AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $7.85 414 991 1,405 F $7.85 417 1,048 1,465 F $7.85 467 1,096 1,563 F $7.85 393 977 1,370 F 0500 - 0600 $18.90 554 807 1,361 F $17.45 607 850 1,457 F $18.45 489 677 1,166 D $18.20 516 758 1,274 E 0600 - 0700 $17.55 370 902 1,272 E $17.15 333 827 1,160 D $16.15 418 987 1,405 F $16.15 387 1,055 1,442 F 0700 - 0800 $13.20 372 1,234 1,606 F $13.20 390 1,287 1,677 F $13.95 382 1,315 1,697 F $12.20 341 1,149 1,490 F 0800 - 0900 $8.45 241 1,453 1,694 F $8.45 241 1,435 1,676 F $8.45 246 1,456 1,702 F $9.20 214 1,151 1,365 F 0900 - 1000 $5.15 185 1,051 1,236 E $6.70 175 1,051 1,226 E $6.70 176 1,089 1,265 E $6.70 139 858 997 C 01/10/19 Friday 01/11/19Monday01/07/19 Tuesday 01/08/19 Wednesday 01/09/19 Wednesday 01/02/19 Thursday 01/03/19 Friday 01/04/19Monday12/31/18 Tuesday 01/01/19 Thursday Monday 01/21/19 Tuesday 01/22/19 Wednesday 01/23/19 Wednesday 01/16/19 Thursday 01/17/19 Friday 01/18/19Monday01/14/19 Tuesday 01/15/19 Monday 01/28/19 Tuesday 01/29/19 Thursday 01/24/19 Friday 01/25/19 Thursday 01/31/19 Friday 02/01/19Wednesday01/30/19 18 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 $1.90 23 22 45 A $5.05 206 640 846 C $5.05 190 643 833 C $2.85 190 533 723 B 0500 - 0600 $1.90 22 37 59 A $15.70 323 918 1,241 E $13.70 360 920 1,280 E $5.15 283 834 1,117 D 0600 - 0700 $1.90 12 40 52 A $16.70 204 759 963 C $14.70 224 830 1,054 D $6.65 185 739 924 C 0700 - 0800 $1.90 15 32 47 A $12.70 132 725 857 C $11.70 138 761 899 C $6.65 134 740 874 C 0800 - 0900 $1.90 27 64 91 A $8.55 90 709 799 B $6.65 106 811 917 C $5.15 134 736 870 C 0900 - 1000 $1.90 61 98 159 A $5.15 126 522 648 B $5.15 112 616 728 B $2.85 125 581 706 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 $5.05 236 737 973 C $5.05 250 704 954 C $5.05 249 719 968 C $5.05 226 699 925 C $2.85 183 587 770 B 0500 - 0600 $17.40 365 868 1,233 E $15.40 377 970 1,347 E $15.70 361 1,018 1,379 E $13.70 365 1,036 1,401 F $5.15 323 880 1,203 E 0600 - 0700 $16.40 352 1,024 1,376 E $14.70 358 1,081 1,439 F $16.70 349 996 1,345 E $14.70 371 967 1,338 E $6.65 293 877 1,170 D 0700 - 0800 $12.40 243 1,106 1,349 E $10.70 223 1,092 1,315 E $12.70 230 1,014 1,244 E $11.70 250 1,051 1,301 E $6.65 208 934 1,142 D 0800 - 0900 $8.55 168 868 1,036 D $8.55 148 954 1,102 D $8.55 161 984 1,145 D $6.65 179 1,034 1,213 E $5.15 159 835 994 C 0900 - 1000 $5.05 177 677 854 C $5.15 124 711 835 C $5.15 169 727 896 C $5.15 161 784 945 C $2.85 121 595 716 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 $5.05 231 724 955 C $5.05 226 610 836 C $5.05 208 601 809 C $5.05 212 578 790 B $2.85 188 562 750 B 0500 - 0600 $17.40 358 874 1,232 E $15.40 320 805 1,125 D $15.70 206 231 437 B $13.70 332 830 1,162 D $5.15 294 834 1,128 D 0600 - 0700 $16.40 327 1,011 1,338 E $14.70 332 1,018 1,350 E $16.70 234 667 901 C $14.70 299 795 1,094 D $6.65 308 749 1,057 D 0700 - 0800 $12.40 211 930 1,141 D $10.70 205 951 1,156 D $12.70 253 1,029 1,282 E $11.70 198 844 1,042 D $6.65 195 869 1,064 D 0800 - 0900 $8.55 120 908 1,028 D $8.55 117 913 1,030 D $8.55 135 1,027 1,162 D $6.65 127 923 1,050 D $5.15 104 765 869 C 0900 - 1000 $5.05 93 670 763 B $5.15 81 658 739 B $5.15 115 808 923 C $5.15 81 681 762 B $2.85 95 603 698 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 $5.05 161 517 678 B $5.05 251 706 957 C $5.05 227 679 906 C $5.05 223 700 923 C $2.85 188 584 772 B 0500 - 0600 $17.40 248 686 934 C $15.40 389 962 1,351 E $15.70 375 1,035 1,410 F $13.70 333 994 1,327 E $5.15 293 898 1,191 D 0600 - 0700 $16.40 187 701 888 C $14.70 366 1,132 1,498 F $16.70 367 996 1,363 E $14.70 348 957 1,305 E $6.65 272 825 1,097 D 0700 - 0800 $12.40 128 625 753 B $10.70 203 1,070 1,273 E $12.70 239 1,093 1,332 E $11.70 202 975 1,177 D $6.65 198 892 1,090 D 0800 - 0900 $8.55 113 544 657 B $8.55 143 1,030 1,173 D $8.55 129 1,101 1,230 E $6.65 122 1,035 1,157 D $5.15 135 861 996 C 0900 - 1000 $5.05 140 468 608 B $5.15 129 921 1,050 D $5.15 121 845 966 C $5.15 132 846 978 C $2.85 130 701 831 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 $5.05 219 734 953 C $5.05 240 743 983 C $5.05 254 708 962 C $5.05 228 636 864 C 0500 - 0600 $17.40 366 976 1,342 E $15.40 367 893 1,260 E $15.70 346 1,075 1,421 F $13.70 350 910 1,260 E 0600 - 0700 $16.40 331 1,047 1,378 E $14.70 323 1,085 1,408 F $16.70 328 976 1,304 E $14.70 327 893 1,220 E 0700 - 0800 $12.40 241 1,108 1,349 E $10.70 261 1,165 1,426 F $12.70 269 1,165 1,434 F $11.70 191 915 1,106 D 0800 - 0900 $8.55 147 1,134 1,281 E $8.55 141 1,135 1,276 E $8.55 127 1,047 1,174 D $6.65 117 914 1,031 D 0900 - 1000 $5.05 95 787 882 C $5.15 106 801 907 C $5.15 96 887 983 C $5.15 76 672 748 B Thursday 01/03/19 Friday 01/04/19Monday12/31/18 Tuesday 01/01/19 Wednesday 01/02/19 Monday 01/14/19 Tuesday 01/15/19 Wednesday 01/16/19 Wednesday 01/09/19 Thursday 01/10/19 Friday 01/11/19Monday01/07/19 Tuesday 01/08/19 Monday 01/21/19 Tuesday 01/22/19 Thursday 01/17/19 Friday 01/18/19 Thursday 01/31/19 Friday 02/01/19Monday01/28/19 Tuesday 01/29/19 Wednesday 01/30/19 Wednesday 01/23/19 Thursday 01/24/19 Friday 01/25/19 19 RCTC O P ERATIONAL HIGHLIGHTS On-road Operations RCTC Freeway Service Patrol (FSP) responded to 61 calls during the month of January. Of those calls, 42 were to assist disabled vehicles, 6 were to remove debris, 3 were for traffic breaks, and 10 were in response to accidents. 6C Transponder Technology Planning for the transition to the new transponder technology is underway. The lane system will be upgraded over a series of weekend with completion of that work exp ected by early spring 2019. The new sticker transponders have been received and are being prepared for distribution. Changes to the back office system to process the new transponders and make changes to the customer account plan are being finalized and will be released to the customer once both the RCTC and OCTA lane system upgrades are performed. A series of customer communication has been prepared to facilitate the process for providing the new transponders to customers. 20 FINANCIAL HIGHLIGHTS RCTC 21 JOINT AGENCY TRIP AN D REVENUE STATISTICS JOINT AGENCY TRAFFIC STATISTICS MULTI AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING JANUARY 31, 2019 Jan-19 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 663,284 413,046 62%1,665,008$ RCTC 648,191 413,046 64%3,079,086$ I-15 272,336 185,427 68%1,311,008$ McKinley 375,855 227,619 61%1,768,078$ Eastbound OCTA 696,732 371,428 53%2,449,098$ RCTC 538,034 371,428 69%1,685,597$ I-15 194,651 149,458 77%432,391$ McKinley 343,383 221,970 65%1,253,205$ 62%53%64%69% - 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 22 JOINT AGENCY PER FORMANCE MEASURES JOINT AGENCY TRANSPONDER DISTRIBU TION Jan-19 Performance CUSTOMER SERVICE Call Wait Time Monthly Not to exceed 2 minutes 1:25 Abandon Rate Monthly No more than 4.0% 1.9% Customer Satisfaction Monthly At least 75 outbound calls 76 VIOLATION PROCESSING Response Time Monthly Within 2 business days of receipt 1.5 **CUSA Violation Collection Rate Quarterly 70% or more NA CUSA Violation Collection Rate Annually 74% or more 66% TRAFFIC OPERATIONS Initial & Secondary Reviews Monthly Equal to or less than 15 days 1.6 *Plate Misread Errors Monthly Equal to or less than 0.4% 0.01% CAS Response Time Monthly 0:20 (minutes) per call 0:11 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 P eriod 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 1,247 45.0%1,131 48.2%1,473 45.5% Additional Tags to Existing Accounts 792 28.6%678 28.9%870 26.9% Replacement Transponders 732 26.4%537 22.9%894 27.6% Total Issued 2,771 2,346 3,237 Returned Account Closures 359 36.0%450 34.9%411 28.3% Accounts Downsizing 154 15.5%160 12.4%189 13.0% Defective Transponders 483 48.5%681 52.7%851 58.7% Total Returned 996 1,291 1,450 FY 2018-19TRANSPONDER DISTRIBUTION January-19 December-18 Average To-Date 23 At the end of January 2019, the 91 Express Lanes had 145,087 active customer accounts, and 221,019 transponders classified as Assigned. Number of Accounts by Fiscal Year As of January 31, 2019 Incoming Email Activity During January, the Anaheim Processing Center received 3,182 emails. 117,888 114,556 114,138 112,584 112,473 112,929 113,672 116,813 119,782 130,048 140,694 145,087 60,000 70,000 80,000 90,000 100,000 110,000 120,000 130,000 140,000 150,000 160,000 Fiscal Year ATTACHMENT B Orange County Transportation Authority Riverside County Transportation Commission Status Report February 2019 As of February 28, 2019 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 W estbound Peak-Hour Volumes .......................................................................... 7 OCTA Operational Highlights .......................................................................................... 8 Financial Highlights OCTA ............................................................................................ 10 Operations Overview RCTC .......................................................................................... 11 Traffic and Revenue Statistics for RCTC ....................................................................... 11 RCTC Traffic and Revenue Summary ........................................................................... 13 RCTC Peak-Hour Volumes ........................................................................................... 14 RCTC Eastbound Peak-Hour Volumes ......................................................................... 15 RCTC Westbound Peak-Hour Volumes ........................................................................ 17 RCTC Operational Highlights ........................................................................................ 19 Financial Highlights RCTC ............................................................................................ 20 Joint Agency Trip and Revenue Statistics ..................................................................... 21 Joint Agency Traffic Statistics ....................................................................................... 21 Joint Agency Performance Measures............................................................................ 22 Joint Agency Transponder Distribution.......................................................................... 22 Number of Accounts by Fiscal Year .............................................................................. 23 Incoming Email Activity ................................................................................................. 23 3 OPERATIONS OVERVIEW OCTA TRAFFIC AND REVENUE STATIST ICS FOR OCTA Total traffic volume on the OCTA 91 Express Lanes for February 2019 was 1,294,183. This represents a daily average of 46,221. This is a 1.2% increase in total traffic volume from the same period last year when traffic levels totaled 1,279,436. Potential toll revenue for the month was $3,917,107 which represents an increase of 1.7% from the prior year’s total of $3,853,466. Carpool percentage for the month was 25.53% as compared to the previous year’s rate of 24.56%. 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 OCTA 91 Express Lanes and associated potential revenue for the month of February 2019. Current Month-to-Date (MTD) as of February 28, 2019 Trips Feb-19 MTD Actual Stantec MTD Projected # Variance % Variance Feb-18 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 963,815 1,022,159 (58,344)(5.7%)965,256 (0.1%) 3+ Lanes 330,368 288,290 42,078 14.6%314,180 5.2% Total Gross Trips 1,294,183 1,310,449 (16,266)(1.2%)1,279,436 1.2% Revenue Full Toll Lanes $3,846,951 $4,112,351 ($265,400)(6.5%)$3,785,216 1.6% 3+ Lanes $70,156 $78,452 ($8,296)(10.6%)$68,250 2.8% Total Gross Revenue $3,917,107 $4,190,802 ($273,695)(6.5%)$3,853,466 1.7% Average Revenue per Trip Average Full Toll Lanes $3.99 $4.02 ($0.03)(0.7%)$3.92 1.8% Average 3+ Lanes $0.21 $0.27 ($0.06)(22.2%)$0.22 (4.5%) Average Gross Revenue $3.03 $3.20 ($0.17)(5.3%)$3.01 0.7% 4 The 2019 fiscal year-to-date traffic volume and potential toll revenue increased by 5.3%, when compared with the same period last year and. Year-to-date average revenue per- trip is $2.97. 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 2018 through February 2019. FY 2018-19 Year to Date as of February 28, 2019 Trips FY 2018-19 YTD Actual Stantec YTD Projected # Variance % Variance FY 2017-18 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 8,439,461 8,653,412 (213,951)(2.5%)8,160,140 3.4% 3+ Lanes 3,023,353 2,616,714 406,639 15.5%2,723,871 11.0% Total Gross Trips 11,462,814 11,270,126 192,688 1.7%10,884,011 5.3% Revenue Full Toll Lanes $33,499,148 $34,562,426 ($1,063,278)(3.1%)$31,800,529 5.3% 3+ Lanes $600,473 $659,277 ($58,803)(8.9%)$573,208 4.8% Total Gross Revenue $34,099,622 $35,221,703 ($1,122,081)(3.2%)$32,373,737 5.3% Average Revenue per Trip Average Full Toll Lanes $3.97 $3.99 ($0.02)(0.5%)$3.90 1.8% Average 3+ Lanes $0.20 $0.25 ($0.05)(20.0%)$0.21 (4.8%) Average Gross Revenue $2.97 $3.13 ($0.16)(5.1%)$2.97 0.0% 5 O CTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between Full Toll trips and HOV3+ trips for FY 2018-19 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll trips and HOV3+ trips for FY 2018-19 on a monthly basis. 1,069,688 1,161,329 1,049,290 1,135,413 1,038,190 1,019,435 1,002,301 963,815 413,104 406,156 368,160 369,843 377,154 400,853 357,715 330,368 0 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 1,600,000 1,800,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Volume Month FY 2018-19 Traffic Volume Overview Full Toll Lanes 3+ Lanes $4,214,894 $4,624,936 $4,104,552 $4,480,483 $4,186,694 $4,006,933 $4,033,705 $3,846,951 $78,927 $84,776 $64,603 $77,422 $68,532 $75,656 $80,401 $70,156 $2,500,000 $3,000,000 $3,500,000 $4,000,000 $4,500,000 $5,000,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Revenue Month FY 2018-19 Revenue Summary Full Toll Lanes 3+ Lanes 6 Peak traffic hour in the eastbound direction reached or exceeded 90% or more of defined capacity 15 times during the month of February 2019. As demonstrated on the next chart, westbound peak hour traffic volumes top out at 81% of defined capacity. OCTA EASTBOUND PEAK -HOUR VOLUMES PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $6.35 621 3,425 101% 1500 - 1600 $9.65 780 2,937 86% 1600 - 1700 $9.45 513 2,963 87% 1700 - 1800 $6.90 589 2,648 78% 1800 - 1900 $6.40 694 2,451 72% 1900 - 2000 $5.95 627 1,922 57% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 404 2,325 68%$5.05 399 2,482 73%$5.05 412 2,743 81%$5.95 480 3,080 91%$6.35 562 3,304 97% 1500 - 1600 $5.40 571 2,811 83%$5.65 661 2,796 82%$7.00 683 3,026 89%$6.00 679 3,163 93%$9.65 757 2,649 78% 1600 - 1700 $5.25 432 2,579 76%$5.50 426 2,804 82%$6.75 491 3,132 92%$8.80 510 2,867 84%$9.45 470 2,634 77% 1700 - 1800 $5.20 475 2,533 75%$5.40 513 2,624 77%$6.90 469 2,554 75%$9.20 536 2,648 78%$6.90 634 3,041 89% 1800 - 1900 $5.40 587 2,038 60%$3.85 626 2,503 74%$3.85 649 2,872 84%$4.75 722 2,954 87%$6.40 774 2,932 86% 1900 - 2000 $3.75 360 1,299 38%$3.75 430 1,550 46%$3.75 706 2,752 81%$5.50 745 2,730 80%$5.95 685 2,408 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 $5.05 470 2,519 74%$5.05 419 2,811 83%$5.05 471 2,860 84%$5.95 435 2,853 84%$6.35 644 3,572 105% 1500 - 1600 $5.40 709 3,013 89%$5.65 672 2,912 86%$7.00 660 2,852 84%$6.00 585 2,775 82%$9.65 762 2,961 87% 1600 - 1700 $5.25 471 2,772 82%$5.50 478 2,910 86%$6.75 482 3,143 92%$8.80 606 3,155 93%$9.45 560 2,996 88% 1700 - 1800 $5.20 571 3,028 89%$5.40 616 2,987 88%$6.90 451 2,274 67%$9.20 475 2,559 75%$6.90 606 2,744 81% 1800 - 1900 $5.40 772 2,861 84%$3.85 732 2,979 88%$3.85 621 2,425 71%$4.75 552 1,610 47%$6.40 656 2,421 71% 1900 - 2000 $3.75 616 2,186 64%$3.75 560 2,237 66%$3.75 442 1,722 51%$5.50 608 2,445 72%$5.95 803 2,554 75% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 597 2,278 67%$5.05 433 2,766 81%$5.05 424 2,876 85%$5.95 451 2,913 86%$6.35 574 3,266 96% 1500 - 1600 $5.40 690 2,770 81%$5.65 659 2,827 83%$7.00 632 2,934 86%$6.00 582 2,583 76%$9.65 684 2,612 77% 1600 - 1700 $5.25 399 1,919 56%$5.50 484 2,854 84%$6.75 507 3,180 94%$8.80 556 2,673 79%$9.45 505 2,774 82% 1700 - 1800 $5.20 395 1,701 50%$5.40 557 2,863 84%$6.90 532 2,509 74%$9.20 485 2,391 70%$6.90 619 3,002 88% 1800 - 1900 $5.40 745 2,475 73%$3.85 713 2,887 85%$3.85 639 2,826 83%$4.75 620 2,847 84%$6.40 735 2,842 84% 1900 - 2000 $3.75 521 1,456 43%$3.75 746 2,931 86%$3.75 711 2,704 80%$5.50 716 2,777 82%$5.95 632 1,983 58% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 467 2,598 76%$5.05 440 2,847 84%$5.05 485 2,959 87%$5.95 486 3,165 93% 1500 - 1600 $5.40 636 2,955 87%$5.65 673 2,840 84%$7.00 651 2,896 85%$6.00 702 3,342 98% 1600 - 1700 $5.25 510 2,865 84%$5.50 444 2,984 88%$6.75 515 3,217 95%$8.80 586 3,132 92% 1700 - 1800 $5.20 519 2,818 83%$5.40 539 2,876 85%$6.90 493 2,602 77%$9.20 509 2,736 80% 1800 - 1900 $5.40 723 2,965 87%$3.85 736 2,947 87%$3.85 721 3,022 89%$4.75 741 3,086 91% 1900 - 2000 $3.75 554 2,089 61%$3.75 609 2,432 72%$3.75 653 2,483 73%$5.50 585 2,251 66% Thursday 02/28/19 Friday 03/01/19 Thursday 02/21/19 Friday 02/22/19 Monday 02/25/19 Tuesday 02/26/19 Wednesday 02/27/19 Thursday 02/14/19 Friday 02/15/19 Monday 02/18/19 Tuesday 02/19/19 Wednesday 02/20/19 Thursday 02/07/19 Friday 02/08/19 Monday 02/11/19 Tuesday 02/12/19 Wednesday 02/13/19 Thursday 01/31/19 Friday 02/01/19 Monday 02/04/19 Tuesday 02/05/19 Wednesday 02/06/19 Monday 01/28/19 Tuesday 01/29/19 Wednesday 01/30/19 7 OCTA W ESTBOUND PEAK -HOUR V OLUMES AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 660 1,807 53% 0500 - 0600 $4.60 740 2,199 65% 0600 - 0700 $4.85 622 1,982 58% 0700 - 0800 $5.40 420 1,804 53% 0800 - 0900 $4.85 314 1,864 55% 0900 - 1000 $4.00 282 1,786 53% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 728 2,155 63%$3.00 738 2,172 64%$3.00 746 2,295 68%$3.00 748 2,305 68%$3.00 671 1,920 56% 0500 - 0600 $4.85 793 2,191 64%$4.85 839 2,291 67%$4.85 845 2,372 70%$4.85 861 2,448 72%$4.60 770 2,317 68% 0600 - 0700 $5.05 628 1,902 56%$5.05 574 1,866 55%$5.05 665 2,155 63%$5.05 611 2,228 66%$4.85 648 2,121 62% 0700 - 0800 $5.55 425 1,807 53%$5.55 448 1,959 58%$5.55 501 2,020 59%$5.55 489 2,083 61%$5.40 452 1,954 57% 0800 - 0900 $5.05 285 1,890 56%$5.05 249 1,903 56%$5.05 360 2,045 60%$5.05 336 2,126 63%$4.85 324 1,960 58% 0900 - 1000 $4.00 280 1,842 54%$4.00 264 1,873 55%$4.00 293 2,180 64%$4.00 283 2,070 61%$4.00 317 1,985 58% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 730 2,319 68%$3.00 760 2,325 68%$3.00 745 2,295 68%$3.00 697 2,060 61%$3.00 595 1,690 50% 0500 - 0600 $4.85 801 2,337 69%$4.85 897 2,610 77%$4.85 855 2,348 69%$4.85 754 2,125 63%$4.60 699 2,171 64% 0600 - 0700 $5.05 547 2,102 62%$5.05 588 1,998 59%$5.05 674 2,046 60%$5.05 608 1,835 54%$4.85 571 1,829 54% 0700 - 0800 $5.55 482 1,979 58%$5.55 515 2,063 61%$5.55 456 1,906 56%$5.55 528 1,962 58%$5.40 409 1,682 49% 0800 - 0900 $5.05 355 2,045 60%$5.05 335 2,146 63%$5.05 275 1,871 55%$5.05 331 1,871 55%$4.85 306 1,604 47% 0900 - 1000 $4.00 456 2,189 64%$4.00 326 2,210 65%$4.00 247 1,733 51%$4.00 289 1,858 55%$4.00 329 1,491 44% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 512 1,569 46%$3.00 795 2,448 72%$3.00 809 2,416 71%$3.00 782 2,294 67%$3.00 686 1,927 57% 0500 - 0600 $4.85 466 1,441 42%$4.85 920 2,643 78%$4.85 890 2,451 72%$4.85 863 2,498 73%$4.60 804 2,429 71% 0600 - 0700 $5.05 285 1,154 34%$5.05 632 2,099 62%$5.05 647 2,167 64%$5.05 637 2,131 63%$4.85 604 2,072 61% 0700 - 0800 $5.55 286 1,090 32%$5.55 533 2,223 65%$5.55 455 2,086 61%$5.55 459 2,077 61%$5.40 489 1,921 57% 0800 - 0900 $5.05 307 1,304 38%$5.05 349 2,140 63%$5.05 307 2,073 61%$5.05 277 2,010 59%$4.85 309 2,022 59% 0900 - 1000 $4.00 447 1,488 44%$4.00 337 2,206 65%$4.00 334 2,133 63%$4.00 281 1,925 57%$4.00 292 1,930 57% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 802 2,459 72%$3.00 788 2,393 70%$3.00 713 2,020 59%$3.00 782 2,404 71% 0500 - 0600 $4.85 904 2,492 73%$4.85 956 2,738 81%$4.85 840 2,383 70%$4.85 863 2,428 71% 0600 - 0700 $5.05 662 2,202 65%$5.05 634 2,122 62%$5.05 725 2,368 70%$5.05 638 2,107 62% 0700 - 0800 $5.55 486 2,044 60%$5.55 501 2,222 65%$5.55 583 2,374 70%$5.55 536 2,208 65% 0800 - 0900 $5.05 324 2,052 60%$5.05 360 2,113 62%$5.05 351 2,185 64%$5.05 379 2,288 67% 0900 - 1000 $4.00 271 2,047 60%$4.00 318 2,132 63%$4.00 333 2,175 64%$4.00 323 2,130 63% Thursday 02/28/19 Friday 03/01/19 Thursday 02/21/19 Friday 02/22/19 Monday 02/25/19 Tuesday 02/26/19 Wednesday 02/27/19 Thursday 02/14/19 Friday 02/15/19 Monday 02/18/19 Tuesday 02/19/19 Wednesday 02/20/19 Thursday 02/07/19 Friday 02/08/19 Monday 02/11/19 Tuesday 02/12/19 Wednesday 02/13/19 Thursday 01/31/19 Friday 02/01/19 Monday 02/04/19 Tuesday 02/05/19 Wednesday 02/06/19 Monday 01/28/19 Tuesday 01/29/19 Wednesday 01/30/19 8 OCTA OPERATIONAL HIGHLIGHTS On-road Operations OCTA Customer Assistance Specialists (CAS) responded to 97 calls during the month of February. Of those calls, 78 were to assist disabled vehicles and 7 calls to remove debris. The CAS provided assistance to 8 accidents in the Express Lanes and 4 accidents originating from the SR91 general-purpose lanes. Electronic Toll and Traffic Management System Project Update An agreement with Kapsch TrafficCom USA, Inc., (Kapsch) was executed in June 2018 to provide toll lane system integrator services for the design, installation, operations, and maintenance of the electronic toll and traffic management system for the 91 Express Lanes. In January, Kapsch has developed several project plans and documentations and held weekly coordination meetings with OCTA and Cofiroute in preparation for the transition to the new lane system. This new lane system will be able to read the new 6C protocol as well as the current Title 21 protocol. F ollowing RCTC’s completion of their lane system installation on the 91 Express Lanes, OCTA will commence installation on the Orange County segment. It is anticipated the OCTA lane system equipment at the gantries will be replaced in summer 2019. 6C Transition Update In addition to the lane system replacement, the back-office system will need to be modified in order to process the new transponders and changes to the customer account plans. Modification to the back-office system will commence when the lane system installations for both OCTA and RCTC have been completed. Distribution of the new 6C transponders to customers will begin after the back-office system changes have been made. OCTA and RCTC have prepared a series of customer communication to be provided to customers to facilitate the transition to the new protocol and changes to the account plans. Amendment to the Three-Party Operating Agreement As referenced above, due to the back-office system changes, an amendment to the OCTA, RCTC, Cofiroute USA (CUSA) Operating Agreement is required. Staff from both OCTA and RCTC have been in negotiations with CUSA for the amendment. It is 9 anticipated there will be no change to the maximum obligation of the contract. The amendment is expected to be finalized by spring 2019. California Highway Patrol Agreement Staff is currently in discussion with the California Highway Patrol (CHP) for a new agreement to provide enforcement services on the OCTA 91 Express Lanes. As a requirement of the Franchise Agreement, OCTA is required to use CHP for enforcement services. Staff will be bringing forth the agreement for Board approval in the next few months. 10 FINANCIAL HIGHLIGHTS OCTA Capital Asset Activity During the eight months ending February 28, 2019, capital asset activities included $349, 599 for the Electronic Toll and Traffic Management system replacement project and $114,251 for transponder purchases. 91 Express Lanes Operating Statement YTD as of : 2/28/2019 Description Actual (1)Budget (1)Dollar $Percent (%) Operating revenues: Toll revenue 30,642,232.95$ 32,900,697.00$ (2,258,464.05)$ (6.9) Fee revenue 5,358,002.74 3,781,602.00 1,576,400.74 41.7 Total operating revenues 36,000,235.69 36,682,299.00 (682,063.31) (1.9) Operating expenses: Contracted services 4,370,688.40 4,989,720.00 619,031.60 12.4 Administrative fee 1,654,032.00 1,837,256.00 183,224.00 10.0 Other professional services 417,328.64 2,012,206.00 1,594,877.36 79.3 Credit card processing fees 862,444.41 844,598.00 (17,846.41) (2.1) Toll road account servicing 487,313.42 701,927.00 214,613.58 30.6 Other insurance expense 235,057.72 499,800.00 264,742.28 53.0 Toll road maintenance supply repairs 155,599.44 172,780.00 17,180.56 9.9 Patrol services 470,863.08 529,832.00 58,968.92 11.1 Building equipment repairs and maint 77,354.80 250,918.00 173,563.20 69.2 Other services 5,897.00 16,664.00 10,767.00 64.6 Utilities 33,458.24 43,984.00 10,525.76 23.9 Office expense 48,817.86 121,898.00 73,080.14 60.0 Bad debt expense 113,951.07 - (113,951.07) N/A Miscellaneous (2)86,222.13 446,111.00 359,888.87 80.7 Leases 338,733.84 306,544.00 (32,189.84) (10.5) Total operating expenses 9,357,762.05 12,774,238.00 3,416,475.95 26.7 Depreciation and amortization (3)2,292,698.87 - (2,292,698.87) N/A Operating income (loss)24,349,774.77 23,908,061.00 441,713.77 1.8 Nonoperating revenues (expenses): Reimbursement from Other Agencies 388,360.15 745,592.00 (357,231.85) (47.9) Interest income 2,099,979.51 1,479,856.00 620,123.51 41.9 Interest expense (3,280,778.94) (3,339,968.00) 59,189.06 1.8 Other 8,015.79 - 8,015.79 N/A Total nonoperating revenues (expenses)(784,423.49) (1,114,520.00) 330,096.51 29.6 Transfers in - - - N/A Transfers out (593,900.70) (14,358,237.00) 13,764,336.30 95.9 Net income (loss)22,971,450.58$ 8,435,304.00$ 14,536,146.58$ 172.3 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 11 OPERATIONS OVERVIEW RCTC TRAFFIC AND REVENUE STATISTICS FOR RCTC Total traffic volume on the RCTC 91 Express Lanes for February 2019 was 1,118,546. This represents a daily average of 39,948. This is a 1% increase in total traffic volume from the same period last year when traffic levels totaled 1,107,553. Potential toll revenue for the month was $4,495,410 which represents an increase of 15% from the prior year’s total of $3,910,516. Carpool percentage for the month was 23.74% as compared to the previous year’s rate of 21.88%. 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 2019. Current Month-to-Date (MTD) as of February 28, 2019 Trips FEB-19 MTD Actual Stantec MTD Projected # Variance % Variance FEB-18 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 853,001 622,385 230,616 37.1% 865,196 (1.4%) 3+ Lanes 265,545 216,743 48,802 22.5% 242,357 9.6% Total Gross Trips 1,118,546 839,128 279,418 33.3% 1,107,553 1.0% Revenue Full Toll Lanes $4,459,143 $1,872,614 $2,586,529 138.1% $3,879,945 14.9% 3+ Lanes $36,267 $0 $36,267 $30,570 18.6% Total Gross Revenue $4,495,410 $1,872,614 $2,622,796 140.1% $3,910,516 15.0% Average Revenue per Trip Average Full Toll Lanes $5.23 $3.01 $2.22 73.8% $4.48 16.7% Average 3+ Lanes $0.14 $0.00 $0.14 $0.13 7.7% Average Gross Revenue $4.02 $2.23 $1.79 80.3% $3.53 13.9% 12 The 2019 fiscal year-to-date (YTD) traffic volume is 5.1% higher when compared with the same period last year. The 2019 fiscal year-to-date revenue is 22.2% higher than for the same period last year. The traffic and revenue increases are attributed to higher demand and increase toll rates to manage the demand. Year-to-date average revenue per-trip is $3.69. 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 2018 through February 2019. FY 2018-19 Year to Date as of February 28, 2019 Trips FY 2018-19 YTD Actual Stantec YTD Projected # Variance % Variance FY 2017-18 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 7,528,336 4,985,385 2,542,951 51.0%7,389,564 1.9% 3+ Lanes 2,402,812 1,769,086 633,726 35.8%2,056,864 16.8% Total Gross Trips 9,931,148 6,754,471 3,176,677 47.0%9,446,428 5.1% Revenue Full Toll Lanes $36,383,686 $14,996,071 $21,387,615 142.6%$29,762,435 22.2% 3+ Lanes $288,561 $0 $288,561 $248,852 16.0% Total Gross Revenue $36,672,246 $14,996,071 $21,676,175 144.5%$30,011,287 22.2% Average Revenue per Trip Average Full Toll Lanes $4.83 $3.01 $1.82 60.5%$4.03 19.9% Average 3+ Lanes $0.12 $0.00 $0.12 $0.12 0.0% Average Gross Revenue $3.69 $2.22 $1.47 66.2%$3.18 16.0% 13 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between Full Toll lanes and HOV3+ lanes for FY 2018-19 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll lanes and HOV3+ lanes for FY 2018-19 on a monthly basis. 958,212 1,043,813 942,845 1,013,705 927,903 890,682 898,175 853,001 325,279 323,925 294,904 298,233 298,982 307,896 288,050 265,545 0 175,000 350,000 525,000 700,000 875,000 1,050,000 1,225,000 1,400,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Volume Month FY 2018-19 Traffic Volume Overview Full Toll Lanes 3+ Lanes $4,450,594 $4,893,862 $4,278,176 $4,878,737 $4,408,880 $4,289,378 $4,724,916 $4,459,143 $38,664 $39,292 $29,799 $34,897 $31,512 $38,363 $39,766 $36,267 $2,000,000 $2,400,000 $2,800,000 $3,200,000 $3,600,000 $4,000,000 $4,400,000 $4,800,000 $5,200,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Revenue Month FY 2018-19 Revenue Summary Full Toll Lanes 3+ Lanes 14 RCTC PEAK -HOUR VOLUMES RCTC regularly evaluates traffic volumes for peak period hours where Express Lanes performance is degraded and either increases or decreases tolls. Toll rates were adjusted once in February to improve the level of service in the peak hours where demand exceeded capacity. Hours highlighted in green were increased and hours highlighted in red were decreased. Hours that are highlighted in yellow were flagged for continued evaluation. 15 RCTC E ASTBOUND PEAK -HOUR V OLUMES 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 $17.70 362 1,106 1,468 F 1500 - 1600 $17.70 424 912 1,336 F 1600 - 1700 $11.40 237 970 1,207 E 1700 - 1800 $6.70 286 824 1,110 D 1800 - 1900 $6.70 330 781 1,111 D 1900 - 2000 $5.15 268 620 888 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 $6.70 216 727 943 C $6.70 199 781 980 C $6.70 233 994 1,227 E $8.85 252 1,144 1,396 F $17.70 354 1,141 1,495 F 1500 - 1600 $6.70 268 809 1,077 D $5.15 286 794 1,080 D $7.55 351 930 1,281 E $10.60 358 952 1,310 F $17.70 436 915 1,351 F 1600 - 1700 $5.15 189 749 938 C $6.70 175 741 916 C $5.15 225 1,029 1,254 E $7.90 227 927 1,154 D $11.40 243 929 1,172 D 1700 - 1800 $5.15 177 653 830 C $5.15 184 694 878 C $5.15 222 975 1,197 D $5.15 240 885 1,125 D $6.70 330 994 1,324 F 1800 - 1900 $5.15 251 565 816 C $5.15 290 603 893 C $5.15 295 867 1,162 D $5.15 327 858 1,185 D $6.70 375 937 1,312 F 1900 - 2000 $2.20 119 342 461 B $4.05 153 368 521 B $3.95 315 885 1,200 D $4.05 303 779 1,082 D $5.15 321 807 1,128 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 $6.70 224 916 1,140 D $6.70 221 970 1,191 D $6.70 246 992 1,238 E $8.85 214 775 989 C $17.70 334 944 1,278 E 1500 - 1600 $6.70 338 959 1,297 E $5.15 357 1,016 1,373 F $7.55 308 814 1,122 D $10.60 254 634 888 C $17.70 383 926 1,309 F 1600 - 1700 $5.15 214 877 1,091 D $6.70 194 925 1,119 D $5.15 193 929 1,122 D $7.90 223 742 965 C $11.40 263 927 1,190 D 1700 - 1800 $5.15 242 868 1,110 D $5.15 267 860 1,127 D $5.15 191 642 833 C $5.15 206 790 996 C $6.70 289 857 1,146 D 1800 - 1900 $5.15 324 729 1,053 D $5.15 310 832 1,142 D $5.15 256 663 919 C $5.15 204 605 809 C $6.70 314 784 1,098 D 1900 - 2000 $2.20 226 645 871 C $4.05 306 818 1,124 D $3.95 183 489 672 B $4.05 298 812 1,110 D $5.15 364 787 1,151 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 $6.70 308 761 1,069 D $6.70 237 966 1,203 E $6.70 257 1,040 1,297 E $8.85 230 1,038 1,268 E $17.70 337 1,063 1,400 F 1500 - 1600 $6.70 352 892 1,244 E $5.15 332 977 1,309 F $7.55 318 891 1,209 E $10.60 305 826 1,131 D $17.70 327 894 1,221 E 1600 - 1700 $5.15 159 514 673 B $6.70 230 900 1,130 D $5.15 237 1,083 1,320 F $7.90 266 827 1,093 D $11.40 254 978 1,232 E 1700 - 1800 $5.15 183 509 692 B $5.15 240 857 1,097 D $5.15 234 857 1,091 D $5.15 223 831 1,054 D $6.70 293 995 1,288 E 1800 - 1900 $5.15 422 804 1,226 E $5.15 320 836 1,156 D $5.15 300 831 1,131 D $5.15 300 912 1,212 E $6.70 344 834 1,178 D 1900 - 2000 $2.20 220 395 615 B $4.05 310 851 1,161 D $3.95 263 734 997 C $4.05 323 846 1,169 D $5.15 285 715 1,000 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 $6.70 242 908 1,150 D $6.70 239 973 1,212 E $6.70 249 1,041 1,290 E $8.85 271 1,143 1,414 F 1500 - 1600 $6.70 320 953 1,273 E $5.15 328 981 1,309 F $7.55 334 954 1,288 E $10.60 357 1,045 1,402 F 1600 - 1700 $5.15 227 937 1,164 D $6.70 211 941 1,152 D $5.15 230 1,065 1,295 E $7.90 276 1,001 1,277 E 1700 - 1800 $5.15 198 851 1,049 D $5.15 245 850 1,095 D $5.15 224 831 1,055 D $5.15 244 877 1,121 D 1800 - 1900 $5.15 315 854 1,169 D $5.15 328 854 1,182 D $5.15 304 913 1,217 E $5.15 317 892 1,209 E 1900 - 2000 $2.20 235 590 825 C $4.05 268 700 968 C $3.95 223 748 971 C $4.05 253 722 975 C 02/07/19 Friday 02/08/19Monday02/04/19 Tuesday 02/05/19 Wednesday 02/06/19 Wednesday 01/30/19 Thursday 01/31/19 Friday 02/01/19Monday01/28/19 Tuesday 01/29/19 Thursday Monday 02/18/19 Tuesday 02/19/19 Wednesday 02/20/19 Wednesday 02/13/19 Thursday 02/14/19 Friday 02/15/19Monday02/11/19 Tuesday 02/12/19 Monday 02/25/19 Tuesday 02/26/19 Thursday 02/21/19 Friday 02/22/19 Thursday 02/28/19 Friday 03/01/19Wednesday02/27/19 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 $5.15 148 753 901 C 1500 - 1600 $2.80 186 614 800 B 1600 - 1700 $2.85 125 596 721 B 1700 - 1800 $2.85 106 497 603 B 1800 - 1900 $2.85 128 437 565 B 1900 - 2000 $2.85 149 342 491 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 $2.85 98 574 672 B $5.15 90 591 681 B $5.05 92 659 751 B $5.05 119 729 848 C $5.15 134 715 849 C 1500 - 1600 $2.85 150 608 758 B $2.80 161 642 803 C $5.15 168 564 732 B $5.15 174 648 822 C $2.80 170 610 780 B 1600 - 1700 $2.85 103 524 627 B $2.85 105 588 693 B $2.85 97 580 677 B $2.80 139 663 802 C $2.85 122 581 703 B 1700 - 1800 $2.85 104 479 583 B $2.85 98 534 632 B $2.85 88 443 531 B $2.85 115 488 603 B $2.85 118 600 718 B 1800 - 1900 $2.85 118 382 500 B $2.85 119 424 543 B $2.85 109 454 563 B $2.85 145 572 717 B $2.85 154 523 677 B 1900 - 2000 $2.85 90 262 352 A $2.85 112 299 411 B $2.85 152 406 558 B $2.85 199 579 778 B $2.85 177 455 632 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 $2.85 114 607 721 B $5.15 116 691 807 C $5.05 122 700 822 C $5.05 97 584 681 B $5.15 123 640 763 B 1500 - 1600 $2.85 166 647 813 C $2.80 153 653 806 C $5.15 162 587 749 B $5.15 123 509 632 B $2.80 158 538 696 B 1600 - 1700 $2.85 125 625 750 B $2.85 109 634 743 B $2.85 108 629 737 B $2.80 119 649 768 B $2.85 128 592 720 B 1700 - 1800 $2.85 134 614 748 B $2.85 131 584 715 B $2.85 88 429 517 B $2.85 111 507 618 B $2.85 131 497 628 B 1800 - 1900 $2.85 144 522 666 B $2.85 150 528 678 B $2.85 138 465 603 B $2.85 91 352 443 B $2.85 132 445 577 B 1900 - 2000 $2.85 160 427 587 B $2.85 79 312 391 A $2.85 107 351 458 B $2.85 147 499 646 B $2.85 179 485 664 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 $2.85 150 498 648 B $5.15 103 644 747 B $5.05 94 676 770 B $5.05 120 726 846 C $5.15 133 707 840 C 1500 - 1600 $2.85 173 600 773 B $2.80 157 631 788 B $5.15 156 611 767 B $5.15 138 553 691 B $2.80 148 587 735 B 1600 - 1700 $2.85 81 303 384 A $2.85 119 613 732 B $2.85 113 699 812 C $2.80 108 608 716 B $2.85 113 608 721 B 1700 - 1800 $2.85 96 360 456 B $2.85 143 583 726 B $2.85 119 526 645 B $2.85 108 538 646 B $2.85 137 605 742 B 1800 - 1900 $2.85 211 514 725 B $2.85 153 519 672 B $2.85 131 503 634 B $2.85 120 538 658 B $2.85 163 505 668 B 1900 - 2000 $2.85 127 229 356 A $2.85 182 591 773 B $2.85 179 537 716 B $2.85 171 651 822 C $2.85 147 384 531 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 $2.85 117 630 747 B $5.15 118 653 771 B $5.05 125 703 828 C $5.05 127 752 879 C 1500 - 1600 $2.85 154 678 832 C $2.80 173 644 817 C $5.15 155 612 767 B $5.15 165 647 812 C 1600 - 1700 $2.85 126 608 734 B $2.85 112 631 743 B $2.85 118 681 799 B $2.80 130 693 823 C 1700 - 1800 $2.85 111 587 698 B $2.85 119 584 703 B $2.85 118 544 662 B $2.85 108 543 651 B 1800 - 1900 $2.85 164 529 693 B $2.85 156 496 652 B $2.85 138 542 680 B $2.85 144 589 733 B 1900 - 2000 $2.85 157 438 595 B $2.85 152 518 670 B $2.85 142 515 657 B $2.85 149 464 613 B Thursday 01/31/19 Friday 02/01/19Monday01/28/19 Tuesday 01/29/19 Wednesday 01/30/19 Monday 02/11/19 Tuesday 02/12/19 Wednesday 02/13/19 Wednesday 02/06/19 Thursday 02/07/19 Friday 02/08/19Monday02/04/19 Tuesday 02/05/19 Monday 02/18/19 Tuesday 02/19/19 Thursday 02/14/19 Friday 02/15/19 Thursday 02/28/19 Friday 03/01/19Monday02/25/19 Tuesday 02/26/19 Wednesday 02/27/19 Wednesday 02/20/19 Thursday 02/21/19 Friday 02/22/19 17 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 $3.95 344 650 994 C 0500 - 0600 $9.20 448 920 1,368 F 0600 - 0700 $8.45 428 1,088 1,516 F 0700 - 0800 $6.70 358 1,129 1,487 F 0800 - 0900 $6.70 203 1,097 1,300 E 0900 - 1000 $4.05 171 871 1,042 D AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $7.85 364 864 1,228 E $7.85 362 872 1,234 E $7.85 409 1,012 1,421 F $7.85 399 1,036 1,435 F $3.95 358 699 1,057 D 0500 - 0600 $18.90 408 709 1,117 D $17.45 510 824 1,334 E $18.45 489 755 1,244 E $18.20 535 788 1,323 E $9.20 491 971 1,462 F 0600 - 0700 $17.55 335 796 1,131 D $17.15 300 792 1,092 D $16.15 389 1,122 1,511 F $16.15 368 1,146 1,514 F $8.45 404 1,220 1,624 F 0700 - 0800 $13.20 304 1,118 1,422 F $13.20 342 1,135 1,477 F $13.95 377 1,242 1,619 F $12.20 373 1,211 1,584 F $6.70 371 1,242 1,613 F 0800 - 0900 $8.45 202 1,243 1,445 F $8.45 197 1,198 1,395 F $8.45 259 1,344 1,603 F $9.20 255 1,339 1,594 F $6.70 242 1,265 1,507 F 0900 - 1000 $5.15 167 914 1,081 D $6.70 150 861 1,011 D $6.70 165 1,149 1,314 E $6.70 169 1,111 1,280 E $4.05 185 968 1,153 D AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $7.85 399 995 1,394 F $7.85 397 1,009 1,406 F $7.85 414 948 1,362 F $7.85 352 869 1,221 E $3.95 327 570 897 C 0500 - 0600 $19.90 512 893 1,405 F $19.45 608 970 1,578 F $18.45 509 744 1,253 E $18.20 401 570 971 C $9.20 372 849 1,221 E 0600 - 0700 $18.55 344 954 1,298 E $18.15 335 978 1,313 E $16.15 417 1,111 1,528 F $16.15 381 860 1,241 E $8.45 351 1,005 1,356 F 0700 - 0800 $13.20 366 1,236 1,602 F $13.20 422 1,277 1,699 F $13.95 369 1,222 1,591 F $12.20 371 1,116 1,487 F $6.70 300 1,002 1,302 E 0800 - 0900 $8.45 263 1,335 1,598 F $8.45 275 1,429 1,704 F $8.45 222 1,222 1,444 F $9.20 269 1,149 1,418 F $6.70 218 913 1,131 D 0900 - 1000 $5.15 235 1,051 1,286 E $6.70 181 1,201 1,382 F $6.70 146 888 1,034 D $6.70 158 938 1,096 D $4.05 174 647 821 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 $7.85 268 662 930 C $7.85 410 999 1,409 F $7.85 440 1,053 1,493 F $7.85 424 989 1,413 F $3.95 375 629 1,004 D 0500 - 0600 $19.90 299 591 890 C $19.45 586 979 1,565 F $18.45 520 741 1,261 E $18.20 514 750 1,264 E $9.20 515 943 1,458 F 0600 - 0700 $18.55 207 595 802 C $18.15 364 953 1,317 E $16.15 422 1,157 1,579 F $16.15 392 1,085 1,477 F $8.45 437 1,213 1,650 F 0700 - 0800 $13.20 212 689 901 C $13.20 382 1,239 1,621 F $13.95 389 1,365 1,754 F $12.20 372 1,303 1,675 F $6.70 382 1,201 1,583 F 0800 - 0900 $8.45 188 703 891 C $8.45 274 1,448 1,722 F $8.45 269 1,400 1,669 F $9.20 223 1,368 1,591 F $6.70 239 1,289 1,528 F 0900 - 1000 $5.15 214 570 784 B $6.70 212 1,217 1,429 F $6.70 185 1,061 1,246 E $6.70 162 911 1,073 D $4.05 178 981 1,159 D AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $7.85 444 1,011 1,455 F $7.85 417 977 1,394 F $7.85 357 721 1,078 D $7.85 415 1,042 1,457 F 0500 - 0600 $19.90 558 817 1,375 F $19.45 633 1,027 1,660 F $18.45 493 730 1,223 E $18.20 525 733 1,258 E 0600 - 0700 $18.55 390 929 1,319 E $18.15 342 944 1,286 E $16.15 465 1,179 1,644 F $16.15 387 964 1,351 F 0700 - 0800 $13.20 382 1,324 1,706 F $13.20 383 1,282 1,665 F $13.95 419 1,408 1,827 F $12.20 391 1,206 1,597 F 0800 - 0900 $8.45 236 1,379 1,615 F $8.45 272 1,390 1,662 F $8.45 275 1,397 1,672 F $9.20 276 1,374 1,650 F 0900 - 1000 $5.15 175 1,160 1,335 E $6.70 203 1,152 1,355 F $6.70 190 1,103 1,293 E $6.70 184 1,073 1,257 E 02/07/19 Friday 02/08/19Monday02/04/19 Tuesday 02/05/19 Wednesday 02/06/19 Wednesday 01/30/19 Thursday 01/31/19 Friday 02/01/19Monday01/28/19 Tuesday 01/29/19 Thursday Monday 02/18/19 Tuesday 02/19/19 Wednesday 02/20/19 Wednesday 02/13/19 Thursday 02/14/19 Friday 02/15/19Monday02/11/19 Tuesday 02/12/19 Monday 02/25/19 Tuesday 02/26/19 Thursday 02/21/19 Friday 02/22/19 Thursday 02/28/19 Friday 03/01/19Wednesday02/27/19 18 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 $2.85 195 540 735 B 0500 - 0600 $5.15 267 781 1,048 D 0600 - 0700 $6.65 277 790 1,067 D 0700 - 0800 $6.65 181 812 993 C 0800 - 0900 $5.15 123 839 962 C 0900 - 1000 $2.85 102 609 711 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 $5.05 215 642 857 C $5.05 219 631 850 C $5.05 228 657 885 C $5.05 239 689 928 C $2.85 190 579 769 B 0500 - 0600 $17.40 320 787 1,107 D $15.40 307 782 1,089 D $15.70 358 933 1,291 E $13.70 355 970 1,325 E $5.15 272 883 1,155 D 0600 - 0700 $16.40 313 891 1,204 E $14.70 316 934 1,250 E $16.70 361 947 1,308 E $14.70 316 1,038 1,354 E $6.65 274 852 1,126 D 0700 - 0800 $12.40 223 880 1,103 D $10.70 198 967 1,165 D $12.70 199 1,023 1,222 E $11.70 230 1,033 1,263 E $6.65 201 924 1,125 D 0800 - 0900 $8.55 140 961 1,101 D $8.55 116 1,009 1,125 D $8.55 142 1,076 1,218 E $6.65 135 1,068 1,203 E $5.15 124 861 985 C 0900 - 1000 $5.05 92 663 755 B $5.15 91 740 831 C $5.15 132 865 997 C $5.15 108 789 897 C $2.85 105 633 738 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 $5.05 223 697 920 C $5.05 236 685 921 C $5.05 238 673 911 C $5.05 199 580 779 B $2.85 170 532 702 B 0500 - 0600 $17.40 301 807 1,108 D $15.40 343 1,049 1,392 E $15.70 357 931 1,288 E $13.70 299 755 1,054 D $5.15 258 841 1,099 D 0600 - 0700 $17.40 326 1,151 1,477 F $15.70 328 984 1,312 E $17.70 354 916 1,270 E $14.70 262 653 915 C $6.65 228 762 990 C 0700 - 0800 $12.40 229 994 1,223 E $11.70 228 1,035 1,263 E $12.70 233 939 1,172 D $11.70 266 874 1,140 D $6.65 193 850 1,043 D 0800 - 0900 $8.55 140 1,023 1,163 D $8.55 128 1,092 1,220 E $8.55 117 994 1,111 D $6.65 150 802 952 C $5.15 142 748 890 C 0900 - 1000 $5.05 136 722 858 C $5.15 106 872 978 C $5.15 90 702 792 B $5.15 106 748 854 C $2.85 109 552 661 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 $5.05 157 451 608 B $5.05 253 735 988 C $5.05 247 694 941 C $5.05 217 631 848 C $2.85 208 593 801 C 0500 - 0600 $17.40 201 549 750 B $15.40 363 1,040 1,403 F $15.70 364 978 1,342 E $13.70 387 1,009 1,396 E $5.15 309 1,014 1,323 E 0600 - 0700 $17.40 148 638 786 B $15.70 318 999 1,317 E $17.70 360 976 1,336 E $14.70 344 990 1,334 E $6.65 276 964 1,240 E 0700 - 0800 $12.40 131 542 673 B $11.70 260 1,087 1,347 E $12.70 232 1,046 1,278 E $11.70 255 987 1,242 E $6.65 218 1,037 1,255 E 0800 - 0900 $8.55 119 535 654 B $8.55 150 1,095 1,245 E $8.55 131 1,045 1,176 D $6.65 110 1,068 1,178 D $5.15 144 1,045 1,189 D 0900 - 1000 $5.05 132 464 596 B $5.15 126 840 966 C $5.15 133 859 992 C $5.15 95 747 842 C $2.85 103 750 853 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 $5.05 236 729 965 C $5.05 247 720 967 C $5.05 215 522 737 B $5.05 243 683 926 C 0500 - 0600 $17.40 372 911 1,283 E $15.40 397 1,042 1,439 F $15.70 308 843 1,151 D $13.70 361 989 1,350 E 0600 - 0700 $17.40 330 1,125 1,455 F $15.70 351 1,041 1,392 E $17.70 382 997 1,379 E $14.70 374 999 1,373 E 0700 - 0800 $12.40 254 1,064 1,318 E $11.70 257 1,156 1,413 F $12.70 270 1,243 1,513 F $11.70 295 1,181 1,476 F 0800 - 0900 $8.55 164 1,104 1,268 E $8.55 190 1,153 1,343 E $8.55 154 1,163 1,317 E $6.65 173 1,209 1,382 E 0900 - 1000 $5.05 97 753 850 C $5.15 100 848 948 C $5.15 134 860 994 C $5.15 138 856 994 C Thursday 01/31/19 Friday 02/01/19Monday01/28/19 Tuesday 01/29/19 Wednesday 01/30/19 Monday 02/11/19 Tuesday 02/12/19 Wednesday 02/13/19 Wednesday 02/06/19 Thursday 02/07/19 Friday 02/08/19Monday02/04/19 Tuesday 02/05/19 Monday 02/18/19 Tuesday 02/19/19 Thursday 02/14/19 Friday 02/15/19 Thursday 02/28/19 Friday 03/01/19Monday02/25/19 Tuesday 02/26/19 Wednesday 02/27/19 Wednesday 02/20/19 Thursday 02/21/19 Friday 02/22/19 19 RCTC O P ERATIONAL HIGHLIGHTS On-road Operations RCTC Freeway Service Patrol (FSP) responded to 63 calls during the month of February. Of those calls, 40 were to assist disabled vehicles, 6 were to remove debris, 6 were for traffic breaks, and 11 were in response to accidents. 6C Transponder Technology Planning for the transition to the new transponder technology is underway. The lane system will be upgraded over a series of weekends with completion of that work expected by summer of 2019. The new sticker transponders have been received and are being prepared for distribution. Changes to the back-office system to process the new transponders and make changes to the customer account plan are being finalized and will be released to the customer once both the RCTC and OCTA lane system upgrades are performed. A series of customer communication has been prepared to facilitate the process for providing the new transponders to customers. 20 FINANCIAL HIGHLIGHTS RCTC 21 JOINT AGENCY TRIP AN D REVENUE STATISTICS JOINT AGENCY TRAFFIC STATISTICS MULTI AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING FEBRUARY 28, 2019 Feb-19 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 628,224 390,496 62%1,580,472$ RCTC 604,715 390,496 65%2,892,258$ I-15 254,505 173,700 68%1,229,937$ McKinley 350,210 216,796 62%1,662,322$ Eastbound OCTA 665,959 357,280 54%2,336,635$ RCTC 513,831 357,280 70%1,603,152$ I-15 186,935 144,142 77%412,261$ McKinley 326,896 213,138 65%1,190,891$ 62%54%65%70% - 100,000 200,000 300,000 400,000 500,000 600,000 700,000 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 22 JOINT AGENCY PER FORMANCE MEASURES JOINT AGENCY TRANSPONDER DISTRIBU TION Feb-19 Performance CUSTOMER SERVICE Call Wait Time Monthly Not to exceed 2 minutes 0:45 Abandon Rate Monthly No more than 4.0% 1.0% Customer Satisfaction Monthly At least 75 outbound calls 75 VIOLATION PROCESSING Response Time Monthly Within 2 business days of receipt 1.4 CUSA Violation Collection Rate Quarterly 70% or more NA CUSA Violation Collection Rate Annually 74% or more 66% TRAFFIC OPERATIONS Initial & Secondary Reviews Monthly Equal to or less than 15 days 1.3 *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 REPORTING REQUIREMENT Reporting P eriod 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 1,210 47.1%1,247 45.0%1,440 45.7% Additional Tags to Existing Accounts 726 28.3%792 28.6%852 27.0% Replacement Transponders 631 24.6%732 26.4%861 27.3% Total Issued 2,567 2,771 3,153 Returned Account Closures 518 34.2%359 36.0%424 29.1% Accounts Downsizing 215 14.2%154 15.5%192 13.2% Defective Transponders 780 51.6%483 48.5%842 57.8% Total Returned 1,513 996 1,458 FY 2018-19TRANSPONDER DISTRIBUTION February-19 January-19 Average To-Date 23 At the end of February 2019, the 91 Express Lanes had 145,517 active customer accounts, and 221,640 transponders classified as Assigned. Number of Accounts by Fiscal Year As of February 28, 2019 Incoming Email Activity During February, the Anaheim Processing Center received 2,831 emails. 117,888 114,556 114,138 112,584 112,473 112,929 113,672 116,813 119,782 130,048 140,694 145,517 60,000 70,000 80,000 90,000 100,000 110,000 120,000 130,000 140,000 150,000 160,000 Fiscal Year ATTACHMENT C Orange County Transportation Authority Riverside County Transportation Commission Status Report March 2019 As of March 31, 2019 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 ............................................................................................ 10 Operations Overview RCTC .......................................................................................... 11 Traffic and Revenue Statistics for RCTC ....................................................................... 11 RCTC Traffic and Revenue Summary ........................................................................... 13 RCTC Peak-Hour Volumes ........................................................................................... 14 RCTC Eastbound Peak-Hour Volumes ......................................................................... 15 RCTC Westbound Peak-Hour Volumes ........................................................................ 17 RCTC Operational Highlights ........................................................................................ 19 Financial Highlights RCTC ............................................................................................ 20 Joint Agency Trip and Revenue Statistics ..................................................................... 21 Joint Agency Traffic Statistics ....................................................................................... 21 Joint Agency Performance Measures............................................................................ 22 Joint Agency Transponder Distribution.......................................................................... 22 Number of Accounts by Fiscal Year .............................................................................. 23 Incoming Email Activity ................................................................................................. 23 3 OPERATIONS OVERVIEW OCTA TRAFFIC AND REVENUE STATIST ICS FOR OCTA Total traffic volume on the OCTA 91 Express Lanes for March 2019 was 1,539,257. This represents a daily average of 49,653. This is a 7.9% increase in total traffic volume from the same period last year when traffic levels totaled 1,426,785. Potential toll revenue for the month was $4,542,427 which represents an increase of 4.8% from the prior year’s total of $4,332,856. Carpool percentage for the month was 26.10% as compared to the previous year’s rate of 24.14%. 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 OCTA 91 Express Lanes and associated potential revenue for the month of March 2019. Current Month-to-Date (MTD) as of March 31, 2019 Trips Mar-19 MTD Actual Stantec MTD Projected # Variance % Variance Mar-18 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 1,137,488 1,153,394 (15,906)(1.4%)1,082,329 5.1% 3+ Lanes 401,769 328,031 73,738 22.5%344,456 16.6% Total Gross Trips 1,539,257 1,481,425 57,832 3.9%1,426,785 7.9% Revenue Full Toll Lanes $4,464,988 $4,628,209 ($163,222)(3.5%)$4,254,736 4.9% 3+ Lanes $77,440 $88,293 ($10,853)(12.3%)$78,121 (0.9%) Total Gross Revenue $4,542,427 $4,716,502 ($174,075)(3.7%)$4,332,856 4.8% Average Revenue per Trip Average Full Toll Lanes $3.93 $4.01 ($0.08)(2.0%)$3.93 0.0% Average 3+ Lanes $0.19 $0.27 ($0.08)(29.6%)$0.23 (17.4%) Average Gross Revenue $2.95 $3.18 ($0.23)(7.2%)$3.04 (3.0%) 4 The 2019 fiscal year-to-date traffic volume increased by 5.6% and potential toll revenue increased by 5.3%, when compared with the same period last year. Year-to-date average revenue per-trip is $2.97. 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 2018 through March 2019. FY 2018-19 Year to Date as of March 31, 2019 Trips FY 2018-19 YTD Actual Stantec YTD Projected # Variance % Variance FY 2017-18 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 9,576,949 9,806,806 (229,857)(2.3%)9,242,469 3.6% 3+ Lanes 3,425,122 2,944,745 480,377 16.3%3,068,327 11.6% Total Gross Trips 13,002,071 12,751,551 250,520 2.0%12,310,796 5.6% Revenue Full Toll Lanes $37,964,136 $39,190,636 ($1,226,500)(3.1%)$36,055,265 5.3% 3+ Lanes $677,913 $747,570 ($69,657)(9.3%)$651,329 4.1% Total Gross Revenue $38,642,049 $39,938,205 ($1,296,157)(3.2%)$36,706,594 5.3% Average Revenue per Trip Average Full Toll Lanes $3.96 $4.00 ($0.04)(1.0%)$3.90 1.5% Average 3+ Lanes $0.20 $0.25 ($0.05)(20.0%)$0.21 (4.8%) Average Gross Revenue $2.97 $3.13 ($0.16)(5.1%)$2.98 (0.3%) 5 O CTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between Full Toll trips and HOV3+ trips for FY 2018-19 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll trips and HOV3+ trips for FY 2018-19 on a monthly basis. 1,069,688 1,161,329 1,049,290 1,135,413 1,038,190 1,019,435 1,002,301 963,815 1,137,488 413,104 406,156 368,160 369,843 377,154 400,853 357,715 330,368 401,769 0 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 1,600,000 1,800,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Volume Month FY 2018-19 Traffic Volume Overview Full Toll Lanes 3+ Lanes $4,214,894 $4,624,936 $4,104,552 $4,480,483 $4,186,694 $4,006,933 $4,033,705 $3,846,951 $4,464,988 $78,927 $84,776 $64,603 $77,422 $68,532 $75,656 $80,401 $70,156 $77,440 $2,500,000 $3,000,000 $3,500,000 $4,000,000 $4,500,000 $5,000,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Revenue Month FY 2018-19 Revenue Summary Full Toll Lanes 3+ Lanes 6 Peak traffic hour in the eastbound direction reached or exceeded 90% or more of defined capacity 20 times during the month of March 2019. As demonstrated on the next chart, westbound peak hour traffic volumes top out at 80% of defined capacity. OCTA EASTBOUND PEAK -HOUR VOLUMES PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $6.35 584 3,292 97% 1500 - 1600 $9.65 718 2,738 81% 1600 - 1700 $9.45 496 2,785 82% 1700 - 1800 $6.90 622 2,896 85% 1800 - 1900 $6.40 748 2,940 86% 1900 - 2000 $5.95 650 2,123 62% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 454 2,577 76%$5.05 423 2,798 82%$5.05 395 2,596 76%$5.95 479 3,035 89%$6.35 558 3,278 96% 1500 - 1600 $5.40 621 2,953 87%$5.65 662 2,809 83%$7.00 690 2,791 82%$6.00 738 3,336 98%$9.65 719 2,576 76% 1600 - 1700 $5.25 489 2,929 86%$5.50 519 2,991 88%$6.75 506 3,163 93%$8.80 546 2,977 88%$9.45 466 2,724 80% 1700 - 1800 $5.20 584 3,118 92%$5.40 532 2,753 81%$6.90 360 2,186 64%$9.20 490 2,502 74%$6.90 598 2,861 84% 1800 - 1900 $5.40 744 2,839 84%$3.85 707 2,951 87%$3.85 562 2,313 68%$4.75 726 2,988 88%$6.40 731 2,809 83% 1900 - 2000 $3.75 499 1,839 54%$3.75 557 2,308 68%$3.75 450 1,674 49%$5.50 596 2,220 65%$5.95 701 2,343 69% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 424 2,525 74%$5.05 428 2,826 83%$5.05 481 2,877 85%$5.95 534 3,235 95%$6.35 543 3,177 93% 1500 - 1600 $5.40 615 2,938 86%$5.65 641 2,821 83%$7.00 669 3,037 89%$6.00 650 3,030 89%$9.65 676 2,689 79% 1600 - 1700 $5.25 473 2,919 86%$5.50 472 2,839 84%$6.75 554 3,321 98%$8.80 521 2,652 78%$9.45 431 2,385 70% 1700 - 1800 $5.20 537 2,923 86%$5.40 541 2,901 85%$6.90 467 2,665 78%$9.20 468 2,430 71%$6.90 589 2,678 79% 1800 - 1900 $5.40 706 2,805 83%$3.85 601 2,934 86%$3.85 661 3,090 91%$4.75 611 2,752 81%$6.40 615 2,752 81% 1900 - 2000 $3.75 439 1,599 47%$3.75 606 2,439 72%$3.75 590 2,238 66%$5.50 778 2,906 85%$5.95 687 2,351 69% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 478 2,624 77%$5.05 449 2,841 84%$5.05 449 2,921 86%$5.95 495 3,156 93%$6.35 570 3,233 95% 1500 - 1600 $5.40 671 2,908 86%$5.65 672 2,864 84%$7.00 631 2,640 78%$6.00 696 3,389 100%$9.65 688 2,711 80% 1600 - 1700 $5.25 574 3,186 94%$5.50 452 2,828 83%$6.75 486 2,915 86%$8.80 580 2,805 83%$9.45 533 2,892 85% 1700 - 1800 $5.20 558 3,105 91%$5.40 553 2,994 88%$6.90 500 2,567 76%$9.20 425 2,018 59%$6.90 614 2,966 87% 1800 - 1900 $5.40 602 2,700 79%$3.85 714 3,065 90%$3.85 566 2,812 83%$4.75 603 2,618 77%$6.40 728 2,868 84% 1900 - 2000 $3.75 492 1,913 56%$3.75 648 2,547 75%$3.75 657 2,567 76%$5.50 676 2,608 77%$5.95 617 2,193 65% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 527 2,566 75%$5.05 483 2,859 84%$5.05 523 2,986 88%$5.95 524 3,175 93%$6.35 615 3,278 96% 1500 - 1600 $5.40 738 3,029 89%$5.65 748 2,864 84%$7.00 760 2,994 88%$6.00 694 3,123 92%$9.65 740 2,633 77% 1600 - 1700 $5.25 525 2,890 85%$5.50 539 2,960 87%$6.75 569 3,169 93%$8.80 612 2,950 87%$9.45 561 2,764 81% 1700 - 1800 $5.20 614 2,998 88%$5.40 597 3,002 88%$6.90 529 2,700 79%$9.20 545 2,529 74%$6.90 615 2,887 85% 1800 - 1900 $5.40 709 2,904 85%$3.85 690 2,933 86%$3.85 732 3,120 92%$4.75 635 2,847 84%$6.40 736 2,849 84% 1900 - 2000 $3.75 528 1,842 54%$3.75 655 2,596 76%$3.75 662 2,565 75%$5.50 841 2,969 87%$5.95 734 2,352 69% Monday 02/25/19 Tuesday 02/26/19 Wednesday 02/27/19 Thursday 02/28/19 Friday 03/01/19 Monday 03/04/19 Tuesday 03/05/19 Wednesday 03/06/19 Thursday 03/07/19 Friday 03/08/19 Monday 03/11/19 Tuesday 03/12/19 Wednesday 03/13/19 Thursday 03/14/19 Friday 03/15/19 Monday 03/18/19 Tuesday 03/19/19 Wednesday 03/20/19 Thursday 03/21/19 Friday 03/22/19 Monday 03/25/19 Tuesday 03/26/19 Wednesday 03/27/19 Thursday 03/28/19 Friday 03/29/19 7 OCTA W ESTBOUND PEAK -HOUR V OLUMES AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 699 1,983 58% 0500 - 0600 $4.60 788 2,434 72% 0600 - 0700 $4.85 657 2,127 63% 0700 - 0800 $5.40 487 1,937 57% 0800 - 0900 $4.85 312 1,918 56% 0900 - 1000 $4.00 287 2,014 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 $3.00 787 2,467 73%$3.00 813 2,391 70%$3.00 738 2,120 62%$3.00 843 2,540 75%$3.00 705 1,924 57% 0500 - 0600 $4.85 890 2,487 73%$4.85 922 2,625 77%$4.85 795 2,189 64%$4.85 894 2,509 74%$4.60 800 2,336 69% 0600 - 0700 $5.05 622 2,177 64%$5.05 610 2,120 62%$5.05 644 2,050 60%$5.05 668 2,185 64%$4.85 665 2,174 64% 0700 - 0800 $5.55 560 2,174 64%$5.55 506 2,130 63%$5.55 468 1,908 56%$5.55 466 2,049 60%$5.40 475 1,856 55% 0800 - 0900 $5.05 358 2,266 67%$5.05 352 2,108 62%$5.05 306 1,914 56%$5.05 353 2,016 59%$4.85 319 1,970 58% 0900 - 1000 $4.00 305 2,062 61%$4.00 303 2,182 64%$4.00 330 2,036 60%$4.00 312 2,214 65%$4.00 326 1,909 56% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 798 2,465 73%$3.00 788 2,341 69%$3.00 810 2,369 70%$3.00 805 2,422 71%$3.00 700 1,995 59% 0500 - 0600 $4.85 885 2,440 72%$4.85 947 2,640 78%$4.85 898 2,479 73%$4.85 937 2,499 74%$4.60 838 2,393 70% 0600 - 0700 $5.05 648 2,038 60%$5.05 631 1,975 58%$5.05 656 2,166 64%$5.05 669 2,185 64%$4.85 673 2,076 61% 0700 - 0800 $5.55 493 2,037 60%$5.55 503 2,172 64%$5.55 549 2,158 63%$5.55 538 2,170 64%$5.40 474 1,836 54% 0800 - 0900 $5.05 322 1,992 59%$5.05 353 2,208 65%$5.05 320 2,130 63%$5.05 445 2,185 64%$4.85 320 1,855 55% 0900 - 1000 $4.00 267 1,888 56%$4.00 279 2,183 64%$4.00 317 2,128 63%$4.00 314 2,163 64%$4.00 279 1,833 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 $3.00 798 2,518 74%$3.00 809 2,465 73%$3.00 812 2,386 70%$3.00 827 2,436 72%$3.00 720 1,970 58% 0500 - 0600 $4.85 914 2,560 75%$4.85 966 2,672 79%$4.85 848 2,327 68%$4.85 910 2,461 72%$4.60 863 2,453 72% 0600 - 0700 $5.05 639 2,070 61%$5.05 631 2,096 62%$5.05 700 2,241 66%$5.05 666 2,198 65%$4.85 628 2,084 61% 0700 - 0800 $5.55 535 2,130 63%$5.55 530 2,205 65%$5.55 503 2,214 65%$5.55 530 2,270 67%$5.40 503 2,005 59% 0800 - 0900 $5.05 348 2,162 64%$5.05 351 2,190 64%$5.05 323 2,129 63%$5.05 338 2,139 63%$4.85 343 1,971 58% 0900 - 1000 $4.00 340 2,080 61%$4.00 306 2,140 63%$4.00 272 1,992 59%$4.00 299 2,197 65%$4.00 346 1,847 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 $3.00 809 2,455 72%$3.00 833 2,430 71%$3.00 869 2,472 73%$3.00 768 2,255 66%$3.00 724 1,971 58% 0500 - 0600 $4.85 928 2,511 74%$4.85 981 2,729 80%$4.85 908 2,473 73%$4.85 976 2,620 77%$4.60 811 2,413 71% 0600 - 0700 $5.05 637 2,107 62%$5.05 680 2,133 63%$5.05 679 2,127 63%$5.05 684 2,200 65%$4.85 663 2,290 67% 0700 - 0800 $5.55 552 2,122 62%$5.55 558 2,248 66%$5.55 606 2,272 67%$5.55 591 2,349 69%$5.40 493 2,036 60% 0800 - 0900 $5.05 414 2,225 65%$5.05 418 2,237 66%$5.05 371 2,056 60%$5.05 422 2,224 65%$4.85 386 2,074 61% 0900 - 1000 $4.00 426 2,138 63%$4.00 407 2,209 65%$4.00 427 2,118 62%$4.00 473 2,388 70%$4.00 276 1,560 46% Monday 02/25/19 Tuesday 02/26/19 Wednesday 02/27/19 Thursday 02/28/19 Friday 03/01/19 Monday 03/04/19 Tuesday 03/05/19 Wednesday 03/06/19 Thursday 03/07/19 Friday 03/08/19 Monday 03/11/19 Tuesday 03/12/19 Wednesday 03/13/19 Thursday 03/14/19 Friday 03/15/19 Monday 03/18/19 Tuesday 03/19/19 Wednesday 03/20/19 Monday 03/25/19 Tuesday 03/26/19 Wednesday 03/27/19 Thursday 03/28/19 Friday 03/29/19 Thursday 03/21/19 Friday 03/22/19 8 OCTA OPERATIONAL HIGHLIGHTS On-road Operations OCTA Customer Assistance Specialists (CAS) responded to 113 calls during the month of March. Of those calls, 94 were to assist disabled vehicles and 8 calls to remove debris. The CAS provided assistance to 7 accidents in the Express Lanes and 4 accidents originating from the SR91 general-purpose lanes. Electronic Toll and Traffic Management System Project Update An agreement with Kapsch TrafficCom USA, Inc., (Kapsch) was executed in June 2018 to provide toll lane system integrator services for the design, installation, operations, and maintenance of the electronic toll and traffic management system for the 91 Express Lanes. In January, Kapsch has developed several project plans and documentations and held weekly coordination meetings with OCTA and Cofiroute in preparation for the transition to the new lane system. This new lane system will be able to read the new 6C protocol as well as the current Title 21 protocol. F ollowing RCTC’s completion of their lane system installation on the 91 Express Lanes, OCTA will commence installation on the Orange County segment. It is anticipated the OCTA lane system equipment at the gantries will be replaced in summer 2019. 6C Transition Update In addition to the lane system replacement, the back-office system will need to be modified in order to process the new transponders and changes to the customer account plans. Modification to the back-office system will commence when the lane system installations for both OCTA and RCTC have been completed. Distribution of the new 6C transponders to customers will begin after the back-office system changes have been made. OCTA and RCTC have prepared a series of customer communication to be provided to customers to facilitate the transition to the new protocol and changes to the account plans. Amendment to the Three-Party Operating Agreement As referenced above, due to the back-office system changes, an amendment to the OCTA, RCTC, Cofiroute USA (CUSA) Operating Agreement is required. Staff from both OCTA and RCTC have been in negotiations with CUSA for the amendment. It is 9 anticipated there will be no change to the maximum obligation of the contract. The amendment is expected to be finalized in the next few months. California Highway Patrol Agreement Staff is currently in discussion with the California Highway Patrol (CHP) for a new agreement to provide enforcement services on the OCTA 91 Express Lan es. As a requirement of the Franchise Agreement, OCTA is required to use CHP for enforcement services. Staff will be bringing forth the agreement for Board approval in May 2019. 10 FINANCIAL HIGHLIGHTS OCTA Capital Asset Activity During the nine months ending March 31, 2019, capital asset activities included $349, 599 for the Electronic Toll and Traffic Management system replacement project and $226,014 for transponder purchases. 91 Express Lanes Operating Statement YTD as of : 3/31/2019 Description Actual (1)Budget (1)Dollar $Percent (%) Operating revenues: Toll revenue 34,866,383.18$ 37,409,838.00$ (2,543,454.82)$ (6.8) Fee revenue 6,044,778.90 4,689,160.00 1,355,618.90 28.9 Total operating revenues 40,911,162.08 42,098,998.00 (1,187,835.92) (2.8) Operating expenses: Contracted services 4,917,024.45 5,657,810.00 740,785.55 13.1 Administrative fee 1,860,786.00 2,066,913.00 206,127.00 10.0 Other professional services 490,420.85 2,613,147.00 2,122,726.15 81.2 Credit card processing fees 982,016.06 947,471.00 (34,545.06) (3.6) Toll road account servicing 563,437.57 1,005,862.00 442,424.43 44.0 Other insurance expense 266,148.97 562,275.00 296,126.03 52.7 Toll road maintenance supply repairs 149,311.62 227,190.00 77,878.38 34.3 Patrol services 529,720.97 596,061.00 66,340.03 11.1 Building equipment repairs and maint 79,167.84 272,254.00 193,086.16 70.9 Other services 6,643.00 22,497.00 15,854.00 70.5 Utilities 37,395.54 49,482.00 12,086.46 24.4 Office expense 49,051.51 152,854.00 103,802.49 67.9 Bad debt expense 125,576.23 - (125,576.23) N/A Miscellaneous (2)90,358.98 501,058.00 410,699.02 82.0 Leases 375,855.90 344,862.00 (30,993.90) (9.0) Total operating expenses 10,522,915.49 15,019,736.00 4,496,820.51 29.9 Depreciation and amortization (3)2,578,907.62 - (2,578,907.62) N/A Operating income (loss)27,809,338.97 27,079,262.00 730,076.97 2.7 Nonoperating revenues (expenses): Reimbursement from Other Agencies 402,395.15 838,791.00 (436,395.85) (52.0) Interest income 2,487,791.82 1,664,838.00 822,953.82 49.4 Interest expense (3,686,337.25) (3,757,464.00) 71,126.75 1.9 Other 9,100.77 - 9,100.77 N/A Total nonoperating revenues (expenses)(787,049.51) (1,253,835.00) 466,785.49 37.2 Transfers in - - - N/A Transfers out (679,634.09) (14,371,178.00) 13,691,543.91 95.3 Net income (loss)26,342,655.37$ 11,454,249.00$ 14,888,406.37$ 130.0 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. YTD Variance 11 OPERATIONS OVERVIEW RCTC TRAFFIC AND REVENUE STATISTICS FOR RCTC Total traffic volume on the RCTC 91 Express Lanes for March 2019 was 1,310,935. This represents a daily average of 42,288. This is a 5.8% increase in total traffic volume from the same period last year when traffic levels totaled 1,239,432. Potential toll revenue for the month was $5,098,850 which represents an increase of 15.4% from the prior year’s total of $4,419,171. Carpool percentage for the month was 24.36% as compared to the previous year’s rate of 21.73%. 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 2019. Current Month-to-Date (MTD) as of March 31, 2019 Trips MAR-19 MTD Actual Stantec MTD Projected # Variance % Variance MAR-18 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 991,552 718,958 272,594 37.9% 970,118 2.2% 3+ Lanes 319,383 236,000 83,383 35.3% 269,314 18.6% Total Gross Trips 1,310,935 954,958 355,977 37.3% 1,239,432 5.8% Revenue Full Toll Lanes $5,057,871 $2,145,158 $2,912,713 135.8% $4,384,066 15.4% 3+ Lanes $40,979 $0 $40,979 $35,105 16.7% Total Gross Revenue $5,098,850 $2,145,158 $2,953,692 137.7% $4,419,171 15.4% Average Revenue per Trip Average Full Toll Lanes $5.10 $2.98 $2.12 71.1% $4.52 12.8% Average 3+ Lanes $0.13 $0.00 $0.13 $0.13 0.0% Average Gross Revenue $3.89 $2.25 $1.64 72.9% $3.57 9.0% 12 The 2019 fiscal year-to-date (YTD) traffic volume is 5.2% higher when compared with the same period last year. The 2019 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 increase toll rates to manage the demand. Year-to-date average revenue per-trip is $3.72. 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 2018 through March 2019. FY 2018-19 Year to Date as of March 31, 2019 Trips FY 2018-19 YTD Actual Stantec YTD Projected # Variance % Variance FY 2017-18 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 8,519,888 5,704,343 2,815,545 49.4%8,359,682 1.9% 3+ Lanes 2,722,195 2,005,086 717,109 35.8%2,326,178 17.0% Total Gross Trips 11,242,083 7,709,429 3,532,654 45.8%10,685,860 5.2% Revenue Full Toll Lanes $41,441,557 $17,141,229 $24,300,328 141.8%$34,146,501 21.4% 3+ Lanes $329,540 $0 $329,540 $283,958 16.1% Total Gross Revenue $41,771,096 $17,141,229 $24,629,867 143.7%$34,430,458 21.3% Average Revenue per Trip Average Full Toll Lanes $4.86 $3.00 $1.86 62.0%$4.08 19.1% Average 3+ Lanes $0.12 $0.00 $0.12 $0.12 0.0% Average Gross Revenue $3.72 $2.22 $1.50 67.6%$3.22 15.5% 13 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between Full Toll lanes and HOV3+ lanes for FY 2018-19 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll lanes and HOV3+ lanes for FY 2018-19 on a monthly basis. 958,212 1,043,813 942,845 1,013,705 927,903 890,682 898,175 853,001 991,552 325,279 323,925 294,904 298,233 298,982 307,896 288,050 265,545 319,383 0 175,000 350,000 525,000 700,000 875,000 1,050,000 1,225,000 1,400,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Volume Month FY 2018-19 Traffic Volume Overview Full Toll Lanes 3+ Lanes $4,450,594 $4,893,862 $4,278,176 $4,878,737 $4,408,880 $4,289,378 $4,724,916 $4,459,143 $5,057,871 $38,664 $39,292 $29,799 $34,897 $31,512 $38,363 $39,766 $36,267 $40,979 $2,200,000 $2,600,000 $3,000,000 $3,400,000 $3,800,000 $4,200,000 $4,600,000 $5,000,000 $5,400,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Revenue Month FY 2018-19 Revenue Summary Full Toll Lanes 3+ Lanes 14 RCTC PEAK -HOUR VOLUMES RCTC regularly evaluates traffic volumes for peak period hours where Express Lanes performance is degraded and either increases or decreases tolls. There were no toll rates adjusted in March to improve the level of service in the peak hours where demand exceeded capacity. Hours that are highlighted in yellow were flagged for continued evaluation. 15 RCTC E ASTBOUND PEAK -HOUR V OLUMES 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 $17.70 353 1,180 1,533 F 1500 - 1600 $17.70 395 964 1,359 F 1600 - 1700 $11.40 249 1,007 1,256 E 1700 - 1800 $6.70 310 993 1,303 F 1800 - 1900 $6.70 329 865 1,194 D 1900 - 2000 $5.15 308 743 1,051 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 $6.70 230 873 1,103 D $6.70 244 992 1,236 E $6.70 193 828 1,021 D $8.85 268 1,092 1,360 F $17.70 303 1,165 1,468 F 1500 - 1600 $6.70 300 926 1,226 E $5.15 349 1,005 1,354 F $7.55 303 796 1,099 D $10.60 374 1,072 1,446 F $17.70 257 768 1,025 D 1600 - 1700 $5.15 225 967 1,192 D $6.70 225 1,002 1,227 E $5.15 177 946 1,123 D $7.90 238 1,009 1,247 E $11.40 0 0 0 A 1700 - 1800 $5.15 273 912 1,185 D $5.15 225 886 1,111 D $5.15 143 682 825 C $5.15 228 807 1,035 D $6.70 0 0 0 A 1800 - 1900 $5.15 349 816 1,165 D $5.15 315 811 1,126 D $5.15 241 588 829 C $5.15 355 835 1,190 D $6.70 0 0 0 A 1900 - 2000 $2.20 227 498 725 B $4.05 219 687 906 C $3.95 187 481 668 B $4.05 237 663 900 C $5.15 0 0 0 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 $6.70 209 881 1,090 D $6.70 229 1,075 1,304 F $6.70 264 1,062 1,326 F $8.85 284 1,204 1,488 F $17.70 345 1,152 1,497 F 1500 - 1600 $6.70 326 984 1,310 F $5.15 331 964 1,295 E $7.55 363 967 1,330 F $10.60 357 991 1,348 F $17.70 386 951 1,337 F 1600 - 1700 $5.15 203 971 1,174 D $6.70 228 899 1,127 D $5.15 223 1,074 1,297 E $7.90 245 920 1,165 D $11.40 234 961 1,195 D 1700 - 1800 $5.15 258 893 1,151 D $5.15 247 849 1,096 D $5.15 213 831 1,044 D $5.15 254 866 1,120 D $6.70 305 971 1,276 E 1800 - 1900 $5.15 337 762 1,099 D $5.15 301 892 1,193 D $5.15 285 784 1,069 D $5.15 332 932 1,264 E $6.70 373 937 1,310 F 1900 - 2000 $2.20 203 440 643 B $4.05 275 695 970 C $3.95 265 651 916 C $4.05 333 902 1,235 E $5.15 326 803 1,129 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 $6.70 250 941 1,191 D $6.70 249 1,056 1,305 F $6.70 245 1,030 1,275 E $8.85 285 1,167 1,452 F $17.70 367 1,178 1,545 F 1500 - 1600 $6.70 357 906 1,263 E $5.15 359 1,042 1,401 F $7.55 314 836 1,150 D $10.60 364 1,046 1,410 F $17.70 397 1,004 1,401 F 1600 - 1700 $5.15 267 1,027 1,294 E $6.70 250 936 1,186 D $5.15 260 948 1,208 E $7.90 260 907 1,167 D $11.40 452 1,513 1,965 F 1700 - 1800 $5.15 268 948 1,216 E $5.15 261 936 1,197 D $5.15 215 783 998 C $5.15 178 692 870 C $6.70 516 1,419 1,935 F 1800 - 1900 $5.15 308 805 1,113 D $5.15 359 885 1,244 E $5.15 276 832 1,108 D $5.15 297 813 1,110 D $6.70 572 1,295 1,867 F 1900 - 2000 $2.20 231 603 834 C $4.05 289 741 1,030 D $3.95 265 791 1,056 D $4.05 298 768 1,066 D $5.15 364 905 1,269 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 $6.70 302 854 1,156 D $6.70 296 1,011 1,307 F $6.70 291 1,056 1,347 F $8.85 295 1,163 1,458 F $17.70 377 1,143 1,520 F 1500 - 1600 $6.70 399 958 1,357 F $5.15 434 973 1,407 F $7.55 422 892 1,314 F $10.60 399 997 1,396 F $17.70 408 946 1,354 F 1600 - 1700 $5.15 257 1,017 1,274 E $6.70 229 923 1,152 D $5.15 276 970 1,246 E $7.90 322 938 1,260 E $11.40 319 1,006 1,325 F 1700 - 1800 $5.15 297 811 1,108 D $5.15 297 915 1,212 E $5.15 265 860 1,125 D $5.15 275 802 1,077 D $6.70 322 997 1,319 F 1800 - 1900 $5.15 337 760 1,097 D $5.15 347 834 1,181 D $5.15 383 882 1,265 E $5.15 327 887 1,214 E $6.70 391 936 1,327 F 1900 - 2000 $2.20 243 534 777 B $4.05 319 732 1,051 D $3.95 319 729 1,048 D $4.05 397 852 1,249 E $5.15 387 748 1,135 D Wednesday 03/27/19 Friday 03/22/19 Thursday 03/28/19 Friday 03/29/19 03/11/19 Tuesday 03/12/19 Monday 03/25/19 Tuesday 03/26/19 Thursday 03/21/19 02/25/19 Tuesday 02/26/19 Thursday Monday 03/18/19 Tuesday 03/19/19 Wednesday 03/20/19 Wednesday 03/13/19 Thursday 03/14/19 Friday 03/15/19Monday 03/07/19 Friday 03/08/19Monday03/04/19 Tuesday 03/05/19 Wednesday 03/06/19 Wednesday 02/27/19 Thursday 02/28/19 Friday 03/01/19Monday 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 $5.15 144 744 888 C 1500 - 1600 $2.80 169 641 810 C 1600 - 1700 $2.85 117 588 705 B 1700 - 1800 $2.85 152 537 689 B 1800 - 1900 $2.85 166 527 693 B 1900 - 2000 $2.85 169 427 596 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 $2.85 136 640 776 B $5.15 132 640 772 B $5.05 117 624 741 B $5.05 111 711 822 C $5.15 138 745 883 C 1500 - 1600 $2.85 150 650 800 B $2.80 146 621 767 B $5.15 161 572 733 B $5.15 176 642 818 C $2.80 125 409 534 B 1600 - 1700 $2.85 109 646 755 B $2.85 116 590 706 B $2.85 102 661 763 B $2.80 146 648 794 B $2.85 0 0 0 A 1700 - 1800 $2.85 145 625 770 B $2.85 107 527 634 B $2.85 74 473 547 B $2.85 105 499 604 B $2.85 0 0 0 A 1800 - 1900 $2.85 146 463 609 B $2.85 130 566 696 B $2.85 120 467 587 B $2.85 144 542 686 B $2.85 0 0 0 A 1900 - 2000 $2.85 138 387 525 B $2.85 162 483 645 B $2.85 115 353 468 B $2.85 162 478 640 B $2.85 0 0 0 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 $2.85 116 611 727 B $5.15 101 631 732 B $5.05 124 694 818 C $5.05 128 745 873 C $5.15 116 725 841 C 1500 - 1600 $2.85 160 650 810 C $2.80 178 651 829 C $5.15 170 658 828 C $5.15 151 652 803 C $2.80 158 595 753 B 1600 - 1700 $2.85 132 606 738 B $2.85 116 610 726 B $2.85 147 699 846 C $2.80 121 625 746 B $2.85 108 503 611 B 1700 - 1800 $2.85 121 549 670 B $2.85 127 570 697 B $2.85 104 483 587 B $2.85 98 480 578 B $2.85 138 534 672 B 1800 - 1900 $2.85 152 500 652 B $2.85 116 568 684 B $2.85 115 548 663 B $2.85 129 553 682 B $2.85 141 596 737 B 1900 - 2000 $2.85 106 367 473 B $2.85 175 515 690 B $2.85 156 466 622 B $2.85 210 593 803 C $2.85 167 475 642 B PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 1400 - 1500 $2.85 118 627 745 B $5.15 110 705 815 C $5.05 119 745 864 C $5.05 124 740 864 C $5.15 138 713 851 C 1500 - 1600 $2.85 178 601 779 B $2.80 158 643 801 C $5.15 152 549 701 B $5.15 172 671 843 C $2.80 152 556 708 B 1600 - 1700 $2.85 129 633 762 B $2.85 115 590 705 B $2.85 108 635 743 B $2.80 128 593 721 B $2.85 5 56 61 A 1700 - 1800 $2.85 134 608 742 B $2.85 133 623 756 B $2.85 119 534 653 B $2.85 95 413 508 B $2.85 9 5 14 A 1800 - 1900 $2.85 127 516 643 B $2.85 147 558 705 B $2.85 127 608 735 B $2.85 118 515 633 B $2.85 23 101 124 A 1900 - 2000 $2.85 121 403 524 B $2.85 150 531 681 B $2.85 157 571 728 B $2.85 191 524 715 B $2.85 117 347 464 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 $2.85 133 630 763 B $5.15 125 683 808 C $5.05 136 703 839 C $5.05 126 729 855 C $5.15 154 721 875 C 1500 - 1600 $2.85 171 581 752 B $2.80 180 628 808 C $5.15 189 596 785 B $5.15 174 624 798 B $2.80 185 528 713 B 1600 - 1700 $2.85 121 465 586 B $2.85 128 587 715 B $2.85 129 652 781 B $2.80 143 608 751 B $2.85 154 529 683 B 1700 - 1800 $2.85 152 562 714 B $2.85 134 590 724 B $2.85 114 533 647 B $2.85 120 541 661 B $2.85 144 532 676 B 1800 - 1900 $2.85 150 566 716 B $2.85 136 529 665 B $2.85 137 612 749 B $2.85 135 537 672 B $2.85 163 549 712 B 1900 - 2000 $2.85 141 381 522 B $2.85 166 535 701 B $2.85 162 580 742 B $2.85 215 591 806 C $2.85 192 469 661 B Thursday 03/28/19 Friday 03/29/19Monday03/25/19 Tuesday 03/26/19 Wednesday 03/27/19 Wednesday 03/20/19 Thursday 03/21/19 Friday 03/22/19Monday03/18/19 Tuesday 03/19/19 Thursday 03/14/19 Friday 03/15/19Monday03/11/19 Tuesday 03/12/19 Wednesday 03/13/19 Wednesday 03/06/19 Thursday 03/07/19 Friday 03/08/19Monday03/04/19 Tuesday 03/05/19 Monday 02/25/19 Tuesday 02/26/19 Wednesday 02/27/19 Thursday 02/28/19 Friday 03/01/19 17 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 $17.70 353 1,180 1,533 F 0500 - 0600 $17.70 395 964 1,359 F 0600 - 0700 $11.40 249 1,007 1,256 E 0700 - 0800 $6.70 310 993 1,303 F 0800 - 0900 $6.70 329 865 1,194 D 0900 - 1000 $5.15 308 743 1,051 D AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $7.85 429 980 1,409 F $7.85 410 1,014 1,424 F $7.85 360 815 1,175 D $7.85 485 1,139 1,624 F $3.95 379 657 1,036 D 0500 - 0600 $19.90 556 859 1,415 F $19.45 627 1,055 1,682 F $18.45 448 590 1,038 D $18.20 534 776 1,310 E $9.20 487 943 1,430 F 0600 - 0700 $18.55 373 912 1,285 E $18.15 346 938 1,284 E $16.15 377 982 1,359 F $16.15 401 1,139 1,540 F $8.45 446 1,241 1,687 F 0700 - 0800 $13.20 390 1,243 1,633 F $13.20 383 1,331 1,714 F $13.95 357 1,182 1,539 F $12.20 396 1,332 1,728 F $6.70 392 1,193 1,585 F 0800 - 0900 $8.45 262 1,401 1,663 F $8.45 266 1,399 1,665 F $8.45 228 1,232 1,460 F $9.20 277 1,420 1,697 F $6.70 220 1,216 1,436 F 0900 - 1000 $5.15 215 1,122 1,337 E $6.70 191 1,108 1,299 E $6.70 188 1,057 1,245 E $6.70 173 1,056 1,229 E $4.05 174 861 1,035 D AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $7.85 435 1,017 1,452 F $7.85 383 949 1,332 E $7.85 419 1,090 1,509 F $7.85 417 1,062 1,479 F $3.95 386 727 1,113 D 0500 - 0600 $19.90 558 873 1,431 F $19.45 633 987 1,620 F $18.45 537 780 1,317 E $18.20 573 764 1,337 E $9.20 532 1,089 1,621 F 0600 - 0700 $18.55 376 964 1,340 E $18.15 340 805 1,145 D $16.15 437 1,175 1,612 F $16.15 424 1,070 1,494 F $8.45 469 1,193 1,662 F 0700 - 0800 $13.20 393 1,303 1,696 F $13.20 390 1,303 1,693 F $13.95 432 1,287 1,719 F $12.20 411 1,351 1,762 F $6.70 361 1,233 1,594 F 0800 - 0900 $8.45 274 1,403 1,677 F $8.45 283 1,485 1,768 F $8.45 268 1,510 1,778 F $9.20 334 1,400 1,734 F $6.70 237 1,182 1,419 F 0900 - 1000 $5.15 169 1,032 1,201 E $6.70 161 1,163 1,324 E $6.70 187 1,135 1,322 E $6.70 197 1,189 1,386 F $4.05 175 843 1,018 D AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $7.85 408 970 1,378 F $7.85 426 1,049 1,475 F $7.85 408 1,046 1,454 F $7.85 453 1,103 1,556 F $3.95 387 706 1,093 D 0500 - 0600 $19.90 599 933 1,532 F $19.45 675 961 1,636 F $18.45 523 782 1,305 E $18.20 577 793 1,370 F $9.20 548 1,014 1,562 F 0600 - 0700 $18.55 390 897 1,287 E $18.15 344 840 1,184 D $16.15 414 1,083 1,497 F $16.15 413 993 1,406 F $8.45 447 1,278 1,725 F 0700 - 0800 $13.20 403 1,299 1,702 F $13.20 392 1,251 1,643 F $13.95 399 1,333 1,732 F $12.20 401 1,283 1,684 F $6.70 372 1,212 1,584 F 0800 - 0900 $8.45 305 1,433 1,738 F $8.45 281 1,394 1,675 F $8.45 250 1,419 1,669 F $9.20 268 1,382 1,650 F $6.70 238 1,274 1,512 F 0900 - 1000 $5.15 213 1,108 1,321 E $6.70 217 1,151 1,368 F $6.70 180 999 1,179 D $6.70 197 1,122 1,319 E $4.05 183 891 1,074 D AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $7.85 448 993 1,441 F $7.85 423 990 1,413 F $7.85 461 1,110 1,571 F $7.85 331 725 1,056 D $3.95 394 694 1,088 D 0500 - 0600 $19.90 582 843 1,425 F $19.45 687 967 1,654 F $18.45 561 667 1,228 E $18.20 580 730 1,310 E $9.20 551 1,133 1,684 F 0600 - 0700 $18.55 390 910 1,300 E $18.15 355 906 1,261 E $16.15 411 1,024 1,435 F $16.15 442 1,062 1,504 F $8.45 470 1,483 1,953 F 0700 - 0800 $13.20 384 1,283 1,667 F $13.20 402 1,277 1,679 F $13.95 462 1,320 1,782 F $12.20 449 1,335 1,784 F $6.70 385 1,314 1,699 F 0800 - 0900 $8.45 305 1,378 1,683 F $8.45 317 1,382 1,699 F $8.45 309 1,433 1,742 F $9.20 316 1,338 1,654 F $6.70 324 1,383 1,707 F 0900 - 1000 $5.15 270 1,114 1,384 F $6.70 277 1,064 1,341 E $6.70 244 935 1,179 D $6.70 331 1,243 1,574 F $4.05 136 557 693 B Wednesday 03/27/19 Friday 03/22/19 Thursday 03/28/19 Friday 03/29/19 03/11/19 Tuesday 03/12/19 Monday 03/25/19 Tuesday 03/26/19 Thursday 03/21/19 02/25/19 Tuesday 02/26/19 Thursday Monday 03/18/19 Tuesday 03/19/19 Wednesday 03/20/19 Wednesday 03/13/19 Thursday 03/14/19 Friday 03/15/19Monday 03/07/19 Friday 03/08/19Monday03/04/19 Tuesday 03/05/19 Wednesday 03/06/19 Wednesday 02/27/19 Thursday 02/28/19 Friday 03/01/19Monday 18 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 $5.15 144 744 888 C 0500 - 0600 $2.80 169 641 810 C 0600 - 0700 $2.85 117 588 705 B 0700 - 0800 $2.85 152 537 689 B 0800 - 0900 $2.85 166 527 693 B 0900 - 1000 $2.85 169 427 596 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 $5.05 250 730 980 C $5.05 263 609 872 C $5.05 239 622 861 C $5.05 261 697 958 C $2.85 213 575 788 B 0500 - 0600 $17.40 362 941 1,303 E $15.40 374 963 1,337 E $15.70 331 866 1,197 D $13.70 372 993 1,365 E $5.15 332 884 1,216 E 0600 - 0700 $17.40 349 1,111 1,460 F $15.70 352 1,063 1,415 F $17.70 321 856 1,177 D $14.70 365 982 1,347 E $6.65 296 874 1,170 D 0700 - 0800 $12.40 295 1,156 1,451 F $11.70 281 1,090 1,371 E $12.70 222 885 1,107 D $11.70 242 1,019 1,261 E $6.65 205 896 1,101 D 0800 - 0900 $8.55 167 1,239 1,406 F $8.55 141 1,084 1,225 E $8.55 142 946 1,088 D $6.65 128 827 955 C $5.15 122 958 1,080 D 0900 - 1000 $5.05 109 787 896 C $5.15 104 865 969 C $5.15 112 778 890 C $5.15 131 922 1,053 D $2.85 110 747 857 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 $5.05 276 732 1,008 D $5.05 268 691 959 C $5.05 259 702 961 C $5.05 270 700 970 C $2.85 210 566 776 B 0500 - 0600 $17.40 351 908 1,259 E $15.40 364 1,008 1,372 E $15.70 376 1,010 1,386 E $13.70 376 1,021 1,397 E $5.15 302 846 1,148 D 0600 - 0700 $17.40 363 1,052 1,415 F $15.70 341 949 1,290 E $17.70 341 1,010 1,351 E $14.70 353 1,023 1,376 E $6.65 303 863 1,166 D 0700 - 0800 $12.40 234 1,028 1,262 E $11.70 286 1,141 1,427 F $12.70 286 1,077 1,363 E $11.70 265 1,028 1,293 E $6.65 210 860 1,070 D 0800 - 0900 $8.55 141 1,028 1,169 D $8.55 145 1,159 1,304 E $8.55 116 1,073 1,189 D $6.65 167 1,082 1,249 E $5.15 135 916 1,051 D 0900 - 1000 $5.05 90 772 862 C $5.15 129 953 1,082 D $5.15 122 860 982 C $5.15 114 829 943 C $2.85 90 649 739 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 $5.05 279 759 1,038 D $5.05 277 708 985 C $5.05 269 664 933 C $5.05 250 675 925 C $2.85 215 566 781 B 0500 - 0600 $17.40 379 932 1,311 E $15.40 373 1,051 1,424 F $15.70 340 885 1,225 E $13.70 364 1,032 1,396 E $5.15 321 939 1,260 E 0600 - 0700 $17.40 351 1,059 1,410 F $15.70 356 1,032 1,388 E $17.70 357 997 1,354 E $14.70 367 1,019 1,386 E $6.65 261 858 1,119 D 0700 - 0800 $12.40 245 1,027 1,272 E $11.70 270 1,188 1,458 F $12.70 246 1,076 1,322 E $11.70 255 1,171 1,426 F $6.65 214 950 1,164 D 0800 - 0900 $8.55 135 1,090 1,225 E $8.55 157 1,229 1,386 E $8.55 149 1,044 1,193 D $6.65 152 1,156 1,308 E $5.15 141 872 1,013 D 0900 - 1000 $5.05 125 822 947 C $5.15 94 795 889 C $5.15 122 815 937 C $5.15 106 833 939 C $2.85 89 635 724 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 $5.05 252 756 1,008 D $5.05 272 662 934 C $5.05 282 664 946 C $5.05 263 673 936 C $2.85 221 541 762 B 0500 - 0600 $17.40 382 954 1,336 E $15.40 380 1,017 1,397 E $15.70 387 1,037 1,424 F $13.70 408 1,018 1,426 F $5.15 345 890 1,235 E 0600 - 0700 $17.40 350 1,052 1,402 F $15.70 382 1,041 1,423 F $17.70 358 949 1,307 E $14.70 343 1,058 1,401 F $6.65 317 987 1,304 E 0700 - 0800 $12.40 276 1,094 1,370 E $11.70 301 1,174 1,475 F $12.70 309 1,162 1,471 F $11.70 293 1,182 1,475 F $6.65 232 936 1,168 D 0800 - 0900 $8.55 187 1,165 1,352 E $8.55 172 1,162 1,334 E $8.55 130 924 1,054 D $6.65 193 1,177 1,370 E $5.15 158 961 1,119 D 0900 - 1000 $5.05 137 780 917 C $5.15 110 857 967 C $5.15 163 800 963 C $5.15 150 865 1,015 D $2.85 78 370 448 B Thursday 03/28/19 Friday 03/29/19Monday03/25/19 Tuesday 03/26/19 Wednesday 03/27/19 Wednesday 03/20/19 Thursday 03/21/19 Friday 03/22/19Monday03/18/19 Tuesday 03/19/19 Thursday 03/14/19 Friday 03/15/19Monday03/11/19 Tuesday 03/12/19 Wednesday 03/13/19 Wednesday 03/06/19 Thursday 03/07/19 Friday 03/08/19Monday03/04/19 Tuesday 03/05/19 Monday 02/25/19 Tuesday 02/26/19 Wednesday 02/27/19 Thursday 02/28/19 Friday 03/01/19 19 RCTC O P ERATIONAL HIGHLIGHTS On-road Operations RCTC Freeway Service Patrol (FSP) responded to 97 calls during the month of March. Of those calls, 64 were to assist disabled vehicles, 10 were to remove debris, 14 were for traffic breaks, and 9 were in response to accidents. 6C Transponder Technology Planning for the transition to the new transponder technology is underway. The lane system will be upgraded over a series of weekends with completion of that work expected by summer of 2019. The new sticker transponders have been received and are being prepared for distribution. Changes to the back-office system to process the new transponders and make changes to the customer account plan are being finalized and will be released to the customer once both the RCTC and OCTA lane system upgrades are performed. A series of customer communication has been prepared to facilitate the process for providing the new transponders to customers. 20 FINANCIAL HIGHLIGHTS RCTC 21 JOINT AGENCY TRIP AN D REVENUE STATISTICS JOINT AGENCY TRAFFIC STATISTICS MULTI AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING MARCH 31, 2019 Mar-19 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 760,469 480,613 63%1,883,319$ RCTC 733,606 480,613 66%3,291,762$ I-15 305,676 208,288 68%1,394,930$ McKinley 427,930 272,325 64%1,896,831$ Eastbound OCTA 778,788 403,714 52%2,659,108$ RCTC 577,329 403,714 70%1,807,088$ I-15 204,106 158,140 77%443,660$ McKinley 373,223 245,574 66%1,363,428$ 63% 52% 66% 70% - 100,000 200,000 300,000 400,000 500,000 600,000 700,000 800,000 900,000 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 22 JOINT AGENCY PER FORMANCE MEASURES JOINT AGENCY TRANSPONDER DISTRIBU TION Mar-19 Performance CUSTOMER SERVICE Call Wait Time Monthly Not to exceed 2 minutes 1:52 Abandon Rate Monthly No more than 4.0% 2.4% Customer Satisfaction Monthly At least 75 outbound calls 75 VIOLATION PROCESSING Response Time Monthly Within 2 business days of receipt 0.9 CUSA Violation Collection Rate Quarterly 70% or more 63% CUSA Violation Collection Rate Annually 74% or more 66% TRAFFIC OPERATIONS Initial & Secondary Reviews Monthly Equal to or less than 15 days 1.2 *Plate Misread Errors Monthly Equal to or less than 0.4% 0.01% CAS Response Time Monthly 0:20 (minutes) per call 0:09 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 P eriod 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 1,383 48.7%1,210 47.1%1,434 46.0% Additional Tags to Existing Accounts 798 28.1%726 28.3%846 27.1% Replacement Transponders 661 23.3%631 24.6%839 26.9% Total Issued 2,842 2,567 3,119 Returned Account Closures 471 21.9%518 34.2%429 28.0% Accounts Downsizing 223 10.4%215 14.2%195 12.7% Defective Transponders 1,458 67.8%780 51.6%911 59.3% Total Returned 2,152 1,513 1,535 FY 2018-19TRANSPONDER DISTRIBUTION March-19 February-19 Average To-Date 23 At the end of March 2019, the 91 Express Lanes had 146,151 active customer accounts, and 222,503 transponders classified as Assigned. Number of Accounts by Fiscal Year As of March 31, 2019 Incoming Email Activity During March, the Anaheim Processing Center received 3,157 emails. 117,888 114,556 114,138 112,584 112,473 112,929 113,672 116,813 119,782 130,048 140,694 146,151 60,000 70,000 80,000 90,000 100,000 110,000 120,000 130,000 140,000 150,000 160,000 Fiscal Year Orange County Transportation Authority Riverside County Transportation Commission Status Report April 2019 As of April 30, 2019 ATTACHMENT D 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 ............................................................................................ 10 Operations Overview RCTC .......................................................................................... 11 Traffic and Revenue Statistics for RCTC ....................................................................... 11 RCTC Traffic and Revenue Summary ........................................................................... 13 RCTC Peak-Hour Volumes ........................................................................................... 14 RCTC Eastbound Peak-Hour Volumes ......................................................................... 15 RCTC Westbound Peak-Hour Volumes ........................................................................ 17 RCTC Operational Highlights ........................................................................................ 19 Financial Highlights RCTC ............................................................................................ 20 Joint Agency Trip and Revenue Statistics ..................................................................... 21 Joint Agency Traffic Statistics ....................................................................................... 21 Joint Agency Performance Measures............................................................................ 22 Joint Agency Transponder Distribution.......................................................................... 22 Number of Accounts by Fiscal Year .............................................................................. 23 Incoming Email Activity ................................................................................................. 23 3 OPERATIONS OVERVIEW OCTA TRAFFIC AND REVENUE STATIST ICS FOR OCTA Total traffic volume on the OCTA 91 Express Lanes for April 2019 was 1,529,138. This represents a daily average of 50,971. This is a 4.7% increase in total traffic volume from the same period last year when traffic levels totaled 1,461,076. Potential toll revenue for the month was $4,487,650 which represents an increase of 4.6% from the prior year’s total of $4,289,009. Carpool percentage for the month was 26.59% as compared to the previous year’s rate of 25.52%. 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 OCTA 91 Express Lanes and associated potential revenue for the month of April 2019. Current Month-to-Date (MTD) as of April 30, 2019 Trips Apr-19 MTD Actual Stantec MTD Projected # Variance % Variance Apr-18 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 1,122,505 1,153,473 (30,968)(2.7%)1,088,166 3.2% 3+ Lanes 406,633 353,325 53,308 15.1%372,910 9.0% Total Gross Trips 1,529,138 1,506,798 22,340 1.5%1,461,076 4.7% Revenue Full Toll Lanes $4,406,472 $4,615,139 ($208,667)(4.5%)$4,212,016 4.6% 3+ Lanes $81,179 $88,044 ($6,865)(7.8%)$76,993 5.4% Total Gross Revenue $4,487,650 $4,703,183 ($215,533)(4.6%)$4,289,009 4.6% Average Revenue per Trip Average Full Toll Lanes $3.93 $4.00 ($0.07)(1.8%)$3.87 1.6% Average 3+ Lanes $0.20 $0.25 ($0.05)(20.0%)$0.21 (4.8%) Average Gross Revenue $2.93 $3.12 ($0.19)(6.1%)$2.94 (0.3%) 4 The 2019 fiscal year-to-date traffic volume increased by 5.5% and potential toll revenue increased by 5.2%, when compared with the same period last year. Year-to-date average revenue per-trip is $2.97. 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 2018 through April 2019. FY 2018-19 Year to Date as of April 30, 2019 Trips FY 2018-19 YTD Actual Stantec YTD Projected # Variance % Variance FY 2017-18 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 10,699,454 10,960,279 (260,825)(2.4%)10,330,635 3.6% 3+ Lanes 3,831,755 3,298,070 533,685 16.2%3,441,237 11.3% Total Gross Trips 14,531,209 14,258,349 272,860 1.9%13,771,872 5.5% Revenue Full Toll Lanes $42,370,608 $43,805,775 ($1,435,167)(3.3%)$40,267,281 5.2% 3+ Lanes $759,092 $835,614 ($76,522)(9.2%)$728,322 4.2% Total Gross Revenue $43,129,699 $44,641,388 ($1,511,689)(3.4%)$40,995,603 5.2% Average Revenue per Trip Average Full Toll Lanes $3.96 $4.00 ($0.04)(1.0%)$3.90 1.5% Average 3+ Lanes $0.20 $0.25 ($0.05)(20.0%)$0.21 (4.8%) Average Gross Revenue $2.97 $3.13 ($0.16)(5.1%)$2.98 (0.3%) 5 O CTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between Full Toll trips and HOV3+ trips for FY 2018-19 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll trips and HOV3+ trips for FY 2018-19 on a monthly basis. 1,069,688 1,161,329 1,049,290 1,135,413 1,038,190 1,019,435 1,002,301 963,815 1,137,488 1,122,505 413,104 406,156 368,160 369,843 377,154 400,853 357,715 330,368 401,769 406,633 0 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 1,600,000 1,800,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Volume Month FY 2018-19 Traffic Volume Overview Full Toll Lanes 3+ Lanes $4,214,894 $4,624,936 $4,104,552 $4,480,483 $4,186,694 $4,006,933 $4,033,705 $3,846,951 $4,464,988 $4,406,472 $78,927 $84,776 $64,603 $77,422 $68,532 $75,656 $80,401 $70,156 $77,440 $81,179 $2,500,000 $3,000,000 $3,500,000 $4,000,000 $4,500,000 $5,000,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Revenue Month FY 2018-19 Revenue Summary Full Toll Lanes 3+ Lanes 6 Peak traffic hour in the eastbound direction reached or exceeded 90% or more of defined capacity 27 times during the month of April 2019. As demonstrated on the next chart, westbound peak hour traffic volumes top out at 82% of defined capacity. OCTA EASTBOUND PEAK -HOUR VOLUMES PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 507 2,603 77%$5.05 499 2,883 85%$5.05 524 2,883 85%$5.95 502 2,883 85%$6.35 624 3,229 95% 1500 - 1600 $5.40 696 3,033 89%$5.65 724 2,977 88%$7.00 756 3,281 97%$6.00 764 3,188 94%$9.15 708 2,742 81% 1600 - 1700 $5.25 556 2,874 85%$5.50 432 2,489 73%$7.50 536 2,508 74%$8.80 573 2,744 81%$8.95 560 2,810 83% 1700 - 1800 $5.20 624 3,150 93%$5.40 484 2,634 77%$6.40 592 3,045 90%$8.70 587 3,046 90%$6.90 672 2,985 88% 1800 - 1900 $5.40 633 2,395 70%$3.85 717 3,027 89%$3.85 634 2,910 86%$4.75 687 2,990 88%$6.40 617 2,446 72% 1900 - 2000 $3.75 508 1,669 49%$3.75 661 2,355 69%$3.75 573 2,037 60%$5.50 577 1,973 58%$5.95 609 2,013 59% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 462 2,661 78%$5.05 456 2,868 84%$5.05 461 2,927 86%$5.95 507 3,254 96%$6.35 619 3,367 99% 1500 - 1600 $5.40 677 2,977 88%$5.65 737 2,918 86%$7.00 699 3,214 95%$6.00 742 3,096 91%$9.15 617 2,299 68% 1600 - 1700 $5.25 544 2,857 84%$5.50 504 2,963 87%$7.50 493 2,556 75%$8.80 543 2,756 81%$8.95 592 2,909 86% 1700 - 1800 $5.20 558 3,005 88%$5.40 584 3,000 88%$6.40 540 2,847 84%$8.70 589 2,850 84%$6.90 604 3,069 90% 1800 - 1900 $5.40 722 2,867 84%$3.85 663 3,090 91%$3.85 624 2,885 85%$4.75 695 2,875 85%$6.40 658 3,201 94% 1900 - 2000 $3.75 436 1,722 51%$3.75 487 1,938 57%$3.75 613 2,454 72%$5.50 712 2,764 81%$5.95 648 2,410 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 $5.05 455 2,631 77%$5.05 460 2,876 85%$5.05 552 3,059 90%$5.95 512 3,295 97%$6.35 623 3,080 91% 1500 - 1600 $5.40 632 2,899 85%$5.65 722 2,845 84%$7.00 708 3,148 93%$6.00 710 2,398 71%$9.15 759 2,661 78% 1600 - 1700 $5.25 504 2,878 85%$5.50 463 2,808 83%$7.50 513 2,637 78%$8.80 507 2,585 76%$8.95 510 2,688 79% 1700 - 1800 $5.20 623 3,223 95%$5.40 574 2,968 87%$6.40 538 2,840 84%$8.70 565 2,846 84%$6.90 579 2,626 77% 1800 - 1900 $5.40 661 2,598 76%$3.85 665 3,045 90%$3.85 680 3,101 91%$4.75 647 2,904 85%$6.40 565 2,072 61% 1900 - 2000 $3.75 453 1,723 51%$3.75 551 2,071 61%$3.75 551 2,293 67%$5.50 719 2,852 84%$5.95 528 1,724 51% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 482 2,602 77%$5.05 514 3,042 89%$5.05 525 2,994 88%$5.95 535 3,329 98%$6.35 568 3,276 96% 1500 - 1600 $5.40 696 3,057 90%$5.65 667 2,756 81%$7.00 740 3,298 97%$6.00 735 3,030 89%$9.15 727 2,684 79% 1600 - 1700 $5.25 559 3,063 90%$5.50 459 2,785 82%$7.50 493 2,482 73%$8.80 527 2,600 76%$8.95 502 2,728 80% 1700 - 1800 $5.20 555 2,909 86%$5.40 575 2,915 86%$6.40 529 2,884 85%$8.70 612 2,991 88%$6.90 550 2,865 84% 1800 - 1900 $5.40 674 2,604 77%$3.85 536 2,322 68%$3.85 700 3,050 90%$4.75 678 2,994 88%$6.40 672 2,541 75% 1900 - 2000 $3.75 474 1,736 51%$3.75 679 2,702 79%$3.75 604 2,413 71%$5.50 649 2,453 72%$5.95 553 1,869 55% PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 1400 - 1500 $5.05 467 2,596 76%$5.05 467 2,882 85% 1500 - 1600 $5.40 685 2,988 88%$5.65 740 2,855 84% 1600 - 1700 $5.25 545 2,960 87%$5.50 503 2,944 87% 1700 - 1800 $5.20 565 2,998 88%$5.40 600 3,077 91% 1800 - 1900 $5.40 626 2,441 72%$3.85 611 2,710 80% 1900 - 2000 $3.75 433 1,426 42%$3.75 508 1,866 55% Thursday 05/02/19 Friday 05/03/19 Thursday 04/25/19 Friday 04/26/19 Monday 04/29/19 Tuesday 04/30/19 Wednesday 05/01/19 Thursday 04/18/19 Friday 04/19/19 Monday 04/22/19 Tuesday 04/23/19 Wednesday 04/24/19 Thursday 04/11/19 Friday 04/12/19 Monday 04/15/19 Tuesday 04/16/19 Wednesday 04/17/19 Thursday 04/04/19 Friday 04/05/19 Monday 04/08/19 Tuesday 04/09/19 Wednesday 04/10/19 Monday 04/01/19 Tuesday 04/02/19 Wednesday 04/03/19 7 OCTA W ESTBOUND PEAK -HOUR V OLUMES AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 788 2,450 72%$3.00 827 2,399 71%$3.00 845 2,558 75%$3.00 790 2,401 71%$3.00 684 1,959 58% 0500 - 0600 $4.85 921 2,504 74%$4.85 1002 2,728 80%$4.85 906 2,464 72%$4.85 929 2,522 74%$4.60 796 2,319 68% 0600 - 0700 $5.05 612 2,044 60%$5.05 609 2,041 60%$5.05 665 2,151 63%$5.05 633 2,091 62%$4.85 623 2,095 62% 0700 - 0800 $5.55 529 1,891 56%$5.55 532 2,087 61%$5.55 584 2,256 66%$5.55 515 2,042 60%$5.40 461 1,841 54% 0800 - 0900 $5.05 348 1,900 56%$5.05 419 1,983 58%$5.05 429 2,242 66%$5.05 380 2,055 60%$4.85 402 1,872 55% 0900 - 1000 $4.00 439 1,872 55%$4.00 393 2,003 59%$4.00 464 2,348 69%$4.00 442 2,134 63%$4.00 366 1,617 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 $3.00 856 2,556 75%$3.00 827 2,485 73%$3.00 856 2,529 74%$3.00 827 2,470 73%$3.00 725 2,146 63% 0500 - 0600 $4.85 966 2,541 75%$4.85 996 2,690 79%$4.85 878 2,488 73%$4.85 918 2,514 74%$4.60 871 2,487 73% 0600 - 0700 $5.05 660 2,225 65%$5.05 668 2,093 62%$5.05 683 2,147 63%$5.05 715 2,222 65%$4.85 646 2,243 66% 0700 - 0800 $5.55 482 2,017 59%$5.55 573 2,190 64%$5.55 526 2,021 59%$5.55 576 2,336 69%$5.40 549 2,112 62% 0800 - 0900 $5.05 347 2,069 61%$5.05 354 2,209 65%$5.05 371 2,217 65%$5.05 390 2,226 65%$4.85 371 2,019 59% 0900 - 1000 $4.00 293 2,053 60%$4.00 350 2,289 67%$4.00 355 2,318 68%$4.00 338 2,237 66%$4.00 327 2,077 61% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 845 2,633 77%$3.00 817 2,499 74%$3.00 844 2,514 74%$3.00 856 2,549 75%$3.00 627 1,837 54% 0500 - 0600 $4.85 883 2,474 73%$4.85 981 2,671 79%$4.85 945 2,518 74%$4.85 947 2,474 73%$4.60 790 2,283 67% 0600 - 0700 $5.05 692 2,166 64%$5.05 614 1,972 58%$5.05 656 2,204 65%$5.05 636 2,087 61%$4.85 582 1,870 55% 0700 - 0800 $5.55 547 2,193 65%$5.55 572 2,193 65%$5.55 530 2,182 64%$5.55 546 2,062 61%$5.40 427 1,725 51% 0800 - 0900 $5.05 389 2,250 66%$5.05 371 2,207 65%$5.05 326 2,059 61%$5.05 374 2,193 65%$4.85 326 1,598 47% 0900 - 1000 $4.00 346 2,255 66%$4.00 330 2,107 62%$4.00 325 2,057 61%$4.00 305 2,005 59%$4.00 367 1,730 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 $3.00 859 2,551 75%$3.00 844 2,590 76%$3.00 911 2,672 79%$3.00 852 2,484 73%$3.00 713 1,973 58% 0500 - 0600 $4.85 931 2,507 74%$4.85 972 2,683 79%$4.85 899 2,514 74%$4.85 951 2,507 74%$4.60 891 2,430 71% 0600 - 0700 $5.05 622 2,153 63%$5.05 644 2,037 60%$5.05 718 2,281 67%$5.05 670 2,027 60%$4.85 664 2,177 64% 0700 - 0800 $5.55 530 2,110 62%$5.55 578 2,335 69%$5.55 531 2,200 65%$5.55 646 2,380 70%$5.40 504 1,917 56% 0800 - 0900 $5.05 411 2,164 64%$5.05 385 2,294 67%$5.05 380 2,297 68%$5.05 401 2,242 66%$4.85 324 1,726 51% 0900 - 1000 $4.00 407 2,112 62%$4.00 392 2,242 66%$4.00 376 2,238 66%$4.00 358 2,133 63%$4.00 279 1,664 49% AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap. 0400 - 0500 $3.00 837 2,517 74%$3.00 859 2,518 74% 0500 - 0600 $4.85 913 2,451 72%$4.85 1052 2,787 82% 0600 - 0700 $5.05 714 2,329 69%$5.05 637 2,022 59% 0700 - 0800 $5.55 579 2,300 68%$5.55 661 2,435 72% 0800 - 0900 $5.05 421 2,207 65%$5.05 354 2,176 64% 0900 - 1000 $4.00 377 2,284 67%$4.00 354 2,255 66% Thursday 05/02/19 Friday 05/03/19 Thursday 04/25/19 Friday 04/26/19 Monday 04/29/19 Tuesday 04/30/19 Wednesday 05/01/19 Thursday 04/18/19 Friday 04/19/19 Monday 04/22/19 Tuesday 04/23/19 Wednesday 04/24/19 Thursday 04/11/19 Friday 04/12/19 Monday 04/15/19 Tuesday 04/16/19 Wednesday 04/17/19 Thursday 04/04/19 Friday 04/05/19 Monday 04/08/19 Tuesday 04/09/19 Wednesday 04/10/19 Monday 04/01/19 Tuesday 04/02/19 Wednesday 04/03/19 8 OCTA OPERATIONAL HIGHLIGHTS On-road Operations OCTA Customer Assistance Specialists (CAS) responded to 120 calls during the month of April. Of those calls, 104 were to assist disabled vehicles and 7 calls to remove debris. The CAS provided assistance to 9 accidents in the Express Lanes and 1 of those accidents originated from the SR91 general-purpose lanes. Electronic Toll and Traffic Management System Project Update An agreement with Kapsch TrafficCom USA, Inc., (Kapsch) was executed in June 2018 to provide toll lane system integrator services for the design, installation, operations, and maintenance of the electronic toll and traffic management system for the 91 Express Lanes. In April, Kapsch has developed several project plans and documentations and held weekly coordination meetings with OCTA and Cofiroute in preparation for the transition to the new lane system. This new lane system will be able to read the new 6C protocol as well as the current Title 21 protocol. Fol lowing RCTC’s completion of their lane system installation on the 91 Express Lanes, OCTA will commence installation on the Orange County segment. It is anticipated the OCTA lane system equipment at the gantries will be replaced in summer 2019. 6C Transition Update In addition to the lane system replacement, the back-office system will need to be modified in order to process the new transponders and changes to the customer account plans. Modification to the back-office system will commence when the lane system installations for both OCTA and RCTC have been completed. Distribution of the new 6C transponders to customers will begin after the back-office system changes have been made. OCTA and RCTC have prepared a series of customer communication to be provided to customers to facilitate the transition to the new protocol and changes to the account plans. Amendment to the Three-Party Operating Agreement As referenced above, due to the back-office system changes, an amendment to the OCTA, RCTC, Cofiroute USA (CUSA) Operating Agreement is required. Staff from both OCTA and RCTC have been in negotiations with CUSA for the amendment. It is 9 anticipated there will be no change to the maximum obligation of the contract. The amendment is expected to be finalized in the next few months. California Highway Patrol Agreement Staff is currently in discussion with the California Highway Patrol (CHP) for a new agreement to provide enforcement services on the OCTA 91 Express Lanes. As a requirement of the Franchise Agreement, OCTA is required to use CHP for enforcement services. Staff will be bringing forth the agreement for Board approval in May 2019. 10 FINANCIAL HIGHLIGHTS OCTA Capital Asset Activity During the ten months ending April 30, 2019, capital asset activities included $349,599 for the Electronic Toll and Traffic Management system replacement project and $226,014 for transponder purchases. 11 OPERATIONS OVERVIEW RCTC TRAFFIC AND REVENUE STATISTICS FOR RCTC Total traffic volume on the RCTC 91 Express Lanes for April 2019 was 1,345,641. This represents a daily average of 44,855. This is a 5.3% increase in total traffic volume from the same period last year when traffic levels totaled 1,277,507. Potential toll revenue for the month was $5,365,382 which represents an increase of 20% from the prior year’s total of $4,471,413. Carpool percentage for the month was 25.05% as compared to the previous year’s rate of 22.90%. 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 April 2019. Current Month-to-Date (MTD) as of April 30, 2019 Trips APR-19 MTD Actual Stantec MTD Projected # Variance % Variance APR-18 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 1,008,624 708,543 300,081 42.4% 984,958 2.4% 3+ Lanes 337,017 231,771 105,246 45.4% 292,549 15.2% Total Gross Trips 1,345,641 940,314 405,327 43.1% 1,277,507 5.3% Revenue Full Toll Lanes 5,321,358 $2,113,042 $3,208,316 151.8% 4,436,585 19.9% 3+ Lanes 44,024 $0 $44,024 34,829 26.4% Total Gross Revenue $5,365,382 $2,113,042 $3,252,340 153.9% $4,471,413 20.0% Average Revenue per Trip Average Full Toll Lanes $5.28 $2.98 $2.30 77.2% $4.50 17.3% Average 3+ Lanes $0.13 $0.00 $0.13 $0.12 8.3% Average Gross Revenue $3.99 $2.25 $1.74 77.3% $3.50 14.0% 12 The 2019 fiscal year-to-date (YTD) traffic volume is 5.2% higher when compared with the same period last year. The 2019 fiscal year-to-date revenue is 21.2% higher than for the same period last year. The traffic and revenue increases are attributed to higher demand and increase toll rates to manage the demand. Year-to-date average revenue per-trip is $3.74. 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 2018 through April 2019. FY 2018-19 Year to Date as of April 30, 2019 Trips FY 2018-19 YTD Actual Stantec YTD Projected # Variance % Variance FY 2017-18 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 9,528,512 6,412,886 3,115,626 48.6%9,344,640 2.0% 3+ Lanes 3,059,212 2,236,857 822,355 36.8%2,618,727 16.8% Total Gross Trips 12,587,724 8,649,743 3,937,981 45.5%11,963,367 5.2% Revenue Full Toll Lanes 46,762,915 $19,254,271 $27,508,644 142.9%38,583,085 21.2% 3+ Lanes 373,563 $0 $373,563 318,786 17.2% Total Gross Revenue $47,136,479 $19,254,271 $27,882,208 144.8%$38,901,872 21.2% Average Revenue per Trip Average Full Toll Lanes $4.91 $3.00 $1.91 63.7%$4.13 18.9% Average 3+ Lanes $0.12 $0.00 $0.12 $0.12 0.0% Average Gross Revenue $3.74 $2.23 $1.51 67.7%$3.25 15.1% 13 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between Full Toll lanes and HOV3+ lanes for FY 2018-19 on a monthly basis. The chart below reflects the gross potential revenue breakdown between Full Toll lanes and HOV3+ lanes for FY 2018-19 on a monthly basis. 958,212 1,043,813 942,845 1,013,705 927,903 890,682 898,175 853,001 991,552 1,008,624 325,279 323,925 294,904 298,233 298,982 307,896 288,050 265,545 319,383 337,017 0 175,000 350,000 525,000 700,000 875,000 1,050,000 1,225,000 1,400,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Volume Month FY 2018-19 Traffic Volume Overview Full Toll Lanes 3+ Lanes $4,450,594 $4,893,862 $4,278,176 $4,878,737 $4,408,880 $4,289,378 $4,724,916 $4,459,143 $5,057,871 $5,321,358 $38,664 $39,292 $29,799 $34,897 $31,512 $38,363 $39,766 $36,267 $40,979 $44,024 $2,600,000 $3,000,000 $3,400,000 $3,800,000 $4,200,000 $4,600,000 $5,000,000 $5,400,000 $5,800,000 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Jan-19 Feb-19 Mar-19 Apr-19 May-19 Jun-19Revenue Month FY 2018-19 Revenue Summary Full Toll Lanes 3+ Lanes 14 RCTC PEAK -HOUR VOLUMES RCTC regularly evaluates traffic volumes for peak period hours where Express Lanes performance is degraded and either increases or decreases tolls. Toll rates were adjusted once in April to improve the level of service in the peak hours where demand exceeded capacity. Hours highlighted in green were increased and hours highlighted in red were decreased. Hours that are highlighted in yellow were flagged for continued evaluation. 15 RCTC E ASTBOUND PEAK -HOUR V OLUMES 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 $6.70 239 886 1,125 D $6.70 294 994 1,288 E $6.70 280 1,048 1,328 F $8.85 283 1,080 1,363 F $19.00 354 1,058 1,412 F 1500 - 1600 $6.70 365 1,015 1,380 F $6.70 366 941 1,307 F $7.55 408 1,012 1,420 F $10.60 368 1,014 1,382 F $18.70 371 806 1,177 D 1600 - 1700 $5.15 260 880 1,140 D $6.70 211 752 963 C $5.15 241 808 1,049 D $7.90 289 891 1,180 D $10.75 295 995 1,290 E 1700 - 1800 $5.15 284 932 1,216 E $5.15 205 790 995 C $5.15 266 891 1,157 D $5.15 279 945 1,224 E $6.70 325 1,014 1,339 F 1800 - 1900 $5.15 279 688 967 C $5.15 364 899 1,263 E $5.15 341 832 1,173 D $5.15 334 867 1,201 E $6.70 290 841 1,131 D 1900 - 2000 $2.20 226 490 716 B $4.05 267 653 920 C $3.95 235 600 835 C $4.05 237 625 862 C $5.15 270 704 974 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 $6.70 251 914 1,165 D $6.70 263 1,027 1,290 E $6.70 271 1,108 1,379 F $8.85 280 1,238 1,518 F $19.00 346 1,019 1,365 F 1500 - 1600 $6.70 367 984 1,351 F $6.70 387 915 1,302 F $7.55 377 1,045 1,422 F $10.60 405 990 1,395 F $18.70 343 698 1,041 D 1600 - 1700 $5.15 244 912 1,156 D $6.70 237 902 1,139 D $5.15 226 863 1,089 D $7.90 274 932 1,206 E $10.75 286 967 1,253 E 1700 - 1800 $5.15 245 891 1,136 D $5.15 254 913 1,167 D $5.15 266 912 1,178 D $5.15 272 934 1,206 E $6.70 284 860 1,144 D 1800 - 1900 $5.15 332 751 1,083 D $5.15 319 908 1,227 E $5.15 294 853 1,147 D $5.15 308 861 1,169 D $6.70 309 777 1,086 D 1900 - 2000 $2.20 191 499 690 B $4.05 220 560 780 B $3.95 279 740 1,019 D $4.05 309 930 1,239 E $5.15 301 817 1,118 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 $6.70 241 837 1,078 D $6.70 247 996 1,243 E $6.70 304 1,154 1,458 F $8.85 283 1,179 1,462 F $19.00 358 1,031 1,389 F 1500 - 1600 $6.70 366 928 1,294 E $6.70 373 915 1,288 E $7.55 387 944 1,331 F $10.60 339 835 1,174 D $18.70 407 843 1,250 E 1600 - 1700 $5.15 224 906 1,130 D $6.70 211 861 1,072 D $5.15 231 858 1,089 D $7.90 283 895 1,178 D $10.75 277 926 1,203 E 1700 - 1800 $5.15 282 899 1,181 D $5.15 246 870 1,116 D $5.15 260 911 1,171 D $5.15 326 1,058 1,384 F $6.70 256 813 1,069 D 1800 - 1900 $5.15 293 778 1,071 D $5.15 353 817 1,170 D $5.15 348 902 1,250 E $5.15 348 991 1,339 F $6.70 315 677 992 C 1900 - 2000 $2.20 191 477 668 B $4.05 234 550 784 B $3.95 255 736 991 C $4.05 340 923 1,263 E $5.15 233 510 743 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 $6.70 252 958 1,210 E $6.70 271 1,041 1,312 F $6.70 284 1,110 1,394 F $8.85 331 1,273 1,604 F $19.00 359 1,184 1,543 F 1500 - 1600 $6.70 386 978 1,364 F $6.70 347 889 1,236 E $7.55 381 955 1,336 F $10.60 387 1,001 1,388 F $18.70 469 1,107 1,576 F 1600 - 1700 $5.15 259 922 1,181 D $6.70 221 934 1,155 D $5.15 244 806 1,050 D $7.90 268 889 1,157 D $10.75 234 910 1,144 D 1700 - 1800 $5.15 240 836 1,076 D $5.15 256 871 1,127 D $5.15 276 896 1,172 D $5.15 290 970 1,260 E $6.70 272 927 1,199 D 1800 - 1900 $5.15 337 726 1,063 D $5.15 225 562 787 B $5.15 330 929 1,259 E $5.15 344 940 1,284 E $6.70 331 839 1,170 D 1900 - 2000 $2.20 189 496 685 B $4.05 308 796 1,104 D $3.95 277 742 1,019 D $4.05 341 865 1,206 E $5.15 267 665 932 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 $6.70 248 860 1,108 D $6.70 241 961 1,202 E 1500 - 1600 $6.70 357 871 1,228 E $6.70 385 883 1,268 E 1600 - 1700 $5.15 235 767 1,002 D $6.70 227 869 1,096 D 1700 - 1800 $5.15 262 798 1,060 D $5.15 254 785 1,039 D 1800 - 1900 $5.15 276 619 895 C $5.15 309 776 1,085 D 1900 - 2000 $2.20 184 372 556 B $4.05 212 500 712 B Wednesday 05/01/19 Friday 04/26/19 Thursday 05/02/19 Friday 05/03/19 04/15/19 Tuesday 04/16/19 Monday 04/29/19 Tuesday 04/30/19 Thursday 04/25/19 04/01/19 Tuesday 04/02/19 Thursday Monday 04/22/19 Tuesday 04/23/19 Wednesday 04/24/19 Wednesday 04/17/19 Thursday 04/18/19 Friday 04/19/19Monday 04/11/19 Friday 04/12/19Monday04/08/19 Tuesday 04/09/19 Wednesday 04/10/19 Wednesday 04/03/19 Thursday 04/04/19 Friday 04/05/19Monday 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 $2.85 128 634 762 B $2.85 124 695 819 C $2.85 144 708 852 C $5.05 137 707 844 C $5.15 139 675 814 C 1500 - 1600 $2.85 179 623 802 C $2.80 185 624 809 C $5.15 197 637 834 C $5.05 185 657 842 C $2.80 187 506 693 B 1600 - 1700 $2.85 151 595 746 B $2.85 112 478 590 B $2.85 155 537 692 B $2.80 165 599 764 B $2.85 138 602 740 B 1700 - 1800 $2.85 139 584 723 B $2.85 125 548 673 B $2.85 144 593 737 B $2.85 139 612 751 B $2.85 165 599 764 B 1800 - 1900 $2.85 179 444 623 B $2.85 178 659 837 C $2.85 136 570 706 B $2.85 166 559 725 B $2.85 141 433 574 B 1900 - 2000 $2.85 133 343 476 B $2.85 173 438 611 B $2.85 146 420 566 B $2.85 160 398 558 B $2.85 141 365 506 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 $2.85 113 694 807 C $2.85 113 669 782 B $2.85 120 761 881 C $5.05 144 811 955 C $5.15 151 776 927 C 1500 - 1600 $2.85 160 650 810 C $2.80 177 649 826 C $5.15 177 655 832 C $5.15 189 654 843 C $2.80 142 423 565 B 1600 - 1700 $2.85 139 555 694 B $2.85 108 627 735 B $2.85 111 559 670 B $2.80 131 646 777 B $2.85 152 590 742 B 1700 - 1800 $2.85 148 607 755 B $2.85 144 590 734 B $2.85 122 583 705 B $2.85 136 585 721 B $2.85 135 571 706 B 1800 - 1900 $2.85 150 544 694 B $2.85 137 531 668 B $2.85 147 540 687 B $2.85 180 602 782 B $2.85 124 389 513 B 1900 - 2000 $2.85 103 344 447 B $2.85 130 413 543 B $2.85 146 523 669 B $2.85 183 585 768 B $2.85 168 530 698 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 $2.85 113 592 705 B $2.85 117 681 798 B $2.85 129 756 885 C $5.05 128 799 927 C $5.15 172 735 907 C 1500 - 1600 $2.85 163 654 817 C $2.80 179 662 841 C $5.15 167 716 883 C $5.15 159 559 718 B $2.80 214 568 782 B 1600 - 1700 $2.85 130 589 719 B $2.85 114 593 707 B $2.85 128 585 713 B $2.80 144 588 732 B $2.85 120 567 687 B 1700 - 1800 $2.85 154 610 764 B $2.85 130 579 709 B $2.85 109 583 692 B $2.85 102 508 610 B $2.85 147 499 646 B 1800 - 1900 $2.85 144 456 600 B $2.85 151 573 724 B $2.85 151 562 713 B $2.85 145 537 682 B $2.85 130 365 495 B 1900 - 2000 $2.85 121 337 458 B $2.85 155 392 547 B $2.85 152 482 634 B $2.85 186 626 812 C $2.85 132 373 505 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 $2.85 143 686 829 C $2.85 128 764 892 C $2.85 134 769 903 C $5.05 143 767 910 C $5.15 153 725 878 C 1500 - 1600 $2.85 195 658 853 C $2.80 190 624 814 C $5.15 203 729 932 C $5.15 168 546 714 B $2.80 137 343 480 B 1600 - 1700 $2.85 136 611 747 B $2.85 122 600 722 B $2.85 114 590 704 B $2.80 137 524 661 B $2.85 138 595 733 B 1700 - 1800 $2.85 135 573 708 B $2.85 123 613 736 B $2.85 112 574 686 B $2.85 145 601 746 B $2.85 124 592 716 B 1800 - 1900 $2.85 152 457 609 B $2.85 108 358 466 B $2.85 151 550 701 B $2.85 147 576 723 B $2.85 141 490 631 B 1900 - 2000 $2.85 150 356 506 B $2.85 208 625 833 C $2.85 164 465 629 B $2.85 130 486 616 B $2.85 131 379 510 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 $2.85 131 637 768 B $2.85 142 742 884 C 1500 - 1600 $2.85 159 592 751 B $2.80 174 612 786 B 1600 - 1700 $2.85 132 601 733 B $2.85 128 652 780 B 1700 - 1800 $2.85 152 586 738 B $2.85 123 621 744 B 1800 - 1900 $2.85 154 465 619 B $2.85 149 503 652 B 1900 - 2000 $2.85 103 271 374 A $2.85 131 359 490 B Thursday 05/02/19 Friday 05/03/19Monday04/29/19 Tuesday 04/30/19 Wednesday 05/01/19 Wednesday 04/24/19 Thursday 04/25/19 Friday 04/26/19Monday04/22/19 Tuesday 04/23/19 Thursday 04/18/19 Friday 04/19/19Monday04/15/19 Tuesday 04/16/19 Wednesday 04/17/19 Wednesday 04/10/19 Thursday 04/11/19 Friday 04/12/19Monday04/08/19 Tuesday 04/09/19 Monday 04/01/19 Tuesday 04/02/19 Wednesday 04/03/19 Thursday 04/04/19 Friday 04/05/19 17 RCTC W ESTBOUND PEAK -HOUR V OLUMES 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 $7.85 445 1,070 1,515 F $7.85 410 1,050 1,460 F $7.85 448 1,000 1,448 F $7.85 444 1,073 1,517 F $5.15 393 714 1,107 D 0500 - 0600 $19.90 611 893 1,504 F $19.45 701 1,027 1,728 F $17.80 535 717 1,252 E $17.55 561 829 1,390 F $9.20 545 1,002 1,547 F 0600 - 0700 $18.55 368 999 1,367 F $18.15 364 915 1,279 E $17.45 471 1,293 1,764 F $16.15 420 1,034 1,454 F $8.45 400 1,211 1,611 F 0700 - 0800 $14.50 390 1,233 1,623 F $14.50 382 1,266 1,648 F $15.25 436 1,264 1,700 F $13.50 391 1,317 1,708 F $7.70 349 1,146 1,495 F 0800 - 0900 $9.75 274 1,307 1,581 F $9.75 310 1,244 1,554 F $9.75 331 1,412 1,743 F $10.50 279 1,331 1,610 F $6.70 288 1,102 1,390 F 0900 - 1000 $5.15 194 892 1,086 D $6.70 203 1,016 1,219 E $6.70 226 1,199 1,425 F $6.70 189 1,010 1,199 D $4.05 183 721 904 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 $7.85 490 1,056 1,546 F $7.85 419 1,052 1,471 F $7.85 477 1,052 1,529 F $7.85 447 1,069 1,516 F $5.15 416 755 1,171 D 0500 - 0600 $19.90 607 863 1,470 F $19.45 668 928 1,596 F $17.80 550 817 1,367 F $17.55 548 736 1,284 E $9.20 520 982 1,502 F 0600 - 0700 $18.55 401 1,001 1,402 F $18.15 371 887 1,258 E $17.45 482 1,138 1,620 F $16.15 467 1,000 1,467 F $8.45 473 1,185 1,658 F 0700 - 0800 $14.50 372 1,313 1,685 F $14.50 431 1,224 1,655 F $15.25 410 1,318 1,728 F $13.50 447 1,350 1,797 F $7.70 431 1,287 1,718 F 0800 - 0900 $9.75 270 1,365 1,635 F $9.75 282 1,453 1,735 F $9.75 283 1,410 1,693 F $10.50 296 1,425 1,721 F $6.70 251 1,172 1,423 F 0900 - 1000 $5.15 178 1,129 1,307 E $6.70 214 1,185 1,399 F $6.70 214 1,225 1,439 F $6.70 219 1,196 1,415 F $4.05 227 1,040 1,267 E AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS 0400 - 0500 $7.85 461 1,053 1,514 F $7.85 425 1,082 1,507 F $7.85 476 1,111 1,587 F $7.85 487 1,134 1,621 F $5.15 357 685 1,042 D 0500 - 0600 $19.90 564 812 1,376 F $19.45 657 872 1,529 F $17.80 587 783 1,370 F $17.55 591 769 1,360 F $9.20 485 995 1,480 F 0600 - 0700 $18.55 411 883 1,294 E $18.15 353 838 1,191 D $17.45 458 1,128 1,586 F $16.15 433 971 1,404 F $8.45 407 1,097 1,504 F 0700 - 0800 $14.50 395 1,263 1,658 F $14.50 420 1,235 1,655 F $15.25 427 1,279 1,706 F $13.50 402 1,187 1,589 F $7.70 322 1,052 1,374 F 0800 - 0900 $9.75 269 1,445 1,714 F $9.75 287 1,402 1,689 F $9.75 253 1,354 1,607 F $10.50 290 1,419 1,709 F $6.70 245 926 1,171 D 0900 - 1000 $5.15 235 1,146 1,381 F $6.70 183 1,088 1,271 E $6.70 195 1,038 1,233 E $6.70 187 1,030 1,217 E $4.05 204 768 972 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 $7.85 478 1,047 1,525 F $7.85 444 1,092 1,536 F $7.85 505 1,141 1,646 F $7.85 468 1,029 1,497 F $5.15 396 710 1,106 D 0500 - 0600 $19.90 589 863 1,452 F $19.45 668 895 1,563 F $17.80 548 676 1,224 E $17.55 572 770 1,342 E $9.20 537 1,058 1,595 F 0600 - 0700 $18.55 370 950 1,320 E $18.15 376 818 1,194 D $17.45 487 1,100 1,587 F $16.15 418 867 1,285 E $8.45 457 1,165 1,622 F 0700 - 0800 $14.50 402 1,301 1,703 F $14.50 426 1,387 1,813 F $15.25 410 1,240 1,650 F $13.50 483 1,332 1,815 F $7.70 388 1,090 1,478 F 0800 - 0900 $9.75 294 1,328 1,622 F $9.75 314 1,446 1,760 F $9.75 271 1,415 1,686 F $10.50 344 1,400 1,744 F $6.70 241 979 1,220 E 0900 - 1000 $5.15 239 1,191 1,430 F $6.70 221 1,153 1,374 F $6.70 251 1,159 1,410 F $6.70 219 1,121 1,340 E $4.05 199 757 956 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 $7.85 486 1,117 1,603 F $7.85 458 1,053 1,511 F 0500 - 0600 $19.90 569 832 1,401 F $19.45 708 951 1,659 F 0600 - 0700 $18.55 398 978 1,376 F $18.15 380 833 1,213 E 0700 - 0800 $14.50 419 1,350 1,769 F $14.50 450 1,297 1,747 F 0800 - 0900 $9.75 346 1,464 1,810 F $9.75 295 1,770 2,065 F 0900 - 1000 $5.15 268 1,304 1,572 F $6.70 231 1,153 1,384 F Wednesday 05/01/19 Friday 04/26/19 Thursday 05/02/19 Friday 05/03/19 04/15/19 Tuesday 04/16/19 Monday 04/29/19 Tuesday 04/30/19 Thursday 04/25/19 04/01/19 Tuesday 04/02/19 Thursday Monday 04/22/19 Tuesday 04/23/19 Wednesday 04/24/19 Wednesday 04/17/19 Thursday 04/18/19 Friday 04/19/19Monday 04/11/19 Friday 04/12/19Monday04/08/19 Tuesday 04/09/19 Wednesday 04/10/19 Wednesday 04/03/19 Thursday 04/04/19 Friday 04/05/19Monday 18 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 $5.05 234 701 935 C $5.05 277 672 949 C $5.05 248 650 898 C $5.05 263 661 924 C $2.85 201 555 756 B 0500 - 0600 $17.40 367 850 1,217 E $15.40 370 958 1,328 E $15.05 396 1,027 1,423 F $13.70 388 1,008 1,396 E $6.65 315 808 1,123 D 0600 - 0700 $17.40 335 1,071 1,406 F $15.70 350 1,020 1,370 E $17.70 336 1,015 1,351 E $14.05 341 984 1,325 E $6.65 303 947 1,250 E 0700 - 0800 $12.40 237 920 1,157 D $11.70 267 1,088 1,355 E $12.05 310 1,184 1,494 F $11.05 278 1,027 1,305 E $6.65 220 852 1,072 D 0800 - 0900 $8.55 144 904 1,048 D $8.55 165 974 1,139 D $6.65 179 1,083 1,262 E $6.65 168 978 1,146 D $5.15 139 788 927 C 0900 - 1000 $5.05 164 651 815 C $5.15 148 720 868 C $5.15 173 824 997 C $5.15 191 787 978 C $2.85 132 579 711 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 $5.05 263 747 1,010 D $5.05 282 703 985 C $5.05 269 659 928 C $5.05 268 708 976 C $2.85 229 640 869 C 0500 - 0600 $17.40 410 960 1,370 E $15.40 393 1,082 1,475 F $15.05 360 1,043 1,403 F $13.70 411 1,072 1,483 F $6.65 367 858 1,225 E 0600 - 0700 $17.40 363 1,126 1,489 F $15.70 386 1,054 1,440 F $17.70 352 975 1,327 E $14.05 364 1,075 1,439 F $6.65 309 1,153 1,462 F 0700 - 0800 $12.40 253 1,147 1,400 E $11.70 299 1,172 1,471 F $12.05 277 1,135 1,412 F $11.05 296 1,236 1,532 F $6.65 260 1,015 1,275 E 0800 - 0900 $8.55 167 1,087 1,254 E $8.55 159 1,217 1,376 E $6.65 199 1,255 1,454 F $6.65 208 1,196 1,404 F $5.15 185 968 1,153 D 0900 - 1000 $5.05 110 787 897 C $5.15 119 859 978 C $5.15 132 902 1,034 D $5.15 133 865 998 C $2.85 114 696 810 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 $5.05 279 766 1,045 D $5.05 268 752 1,020 D $5.05 266 728 994 C $5.05 269 726 995 C $2.85 188 552 740 B 0500 - 0600 $17.40 357 984 1,341 E $15.40 395 1,082 1,477 F $15.05 436 1,063 1,499 F $13.70 408 1,034 1,442 F $6.65 313 828 1,141 D 0600 - 0700 $17.40 375 1,123 1,498 F $15.70 364 1,041 1,405 F $17.70 362 1,093 1,455 F $14.05 341 1,016 1,357 E $6.65 293 894 1,187 D 0700 - 0800 $12.40 302 1,161 1,463 F $11.70 316 1,211 1,527 F $12.05 265 1,160 1,425 F $11.05 259 1,045 1,304 E $6.65 189 833 1,022 D 0800 - 0900 $8.55 200 1,169 1,369 E $8.55 194 1,276 1,470 F $6.65 153 1,056 1,209 E $6.65 165 1,131 1,296 E $5.15 121 728 849 C 0900 - 1000 $5.05 120 850 970 C $5.15 142 879 1,021 D $5.15 139 833 972 C $5.15 118 821 939 C $2.85 142 569 711 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 $5.05 262 751 1,013 D $5.05 278 715 993 C $5.05 304 690 994 C $5.05 275 685 960 C $2.85 232 587 819 C 0500 - 0600 $17.40 395 975 1,370 E $15.40 400 1,107 1,507 F $15.05 406 1,052 1,458 F $13.70 417 992 1,409 F $6.65 382 846 1,228 E 0600 - 0700 $17.40 373 1,108 1,481 F $15.70 357 1,040 1,397 E $17.70 397 1,029 1,426 F $14.05 375 937 1,312 E $6.65 307 1,125 1,432 F 0700 - 0800 $12.40 264 1,110 1,374 E $11.70 276 1,230 1,506 F $12.05 270 1,156 1,426 F $11.05 296 1,154 1,450 F $6.65 211 934 1,145 D 0800 - 0900 $8.55 192 1,182 1,374 E $8.55 179 1,199 1,378 E $6.65 182 1,264 1,446 F $6.65 182 1,215 1,397 E $5.15 142 827 969 C 0900 - 1000 $5.05 156 803 959 C $5.15 138 868 1,006 D $5.15 133 898 1,031 D $5.15 130 879 1,009 D $2.85 105 586 691 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 $5.05 266 695 961 C $5.05 273 732 1,005 D 0500 - 0600 $17.40 402 918 1,320 E $15.40 431 1,100 1,531 F 0600 - 0700 $17.40 405 1,110 1,515 F $15.70 360 1,033 1,393 E 0700 - 0800 $12.40 282 1,226 1,508 F $11.70 290 1,115 1,405 F 0800 - 0900 $8.55 159 1,038 1,197 D $8.55 168 1,089 1,257 E 0900 - 1000 $5.05 109 784 893 C $5.15 139 917 1,056 D Thursday 05/02/19 Friday 05/03/19Monday04/29/19 Tuesday 04/30/19 Wednesday 05/01/19 Wednesday 04/24/19 Thursday 04/25/19 Friday 04/26/19Monday04/22/19 Tuesday 04/23/19 Thursday 04/18/19 Friday 04/19/19Monday04/15/19 Tuesday 04/16/19 Wednesday 04/17/19 Wednesday 04/10/19 Thursday 04/11/19 Friday 04/12/19Monday04/08/19 Tuesday 04/09/19 Monday 04/01/19 Tuesday 04/02/19 Wednesday 04/03/19 Thursday 04/04/19 Friday 04/05/19 19 RCTC O P ERATIONAL HIGHLIGHTS On-road Operations RCTC Freeway Service Patrol (FSP) responded to 76 calls during the month of April. Of those calls, 55 were to assist disabled vehicles, 7 were to remove debris, 7 were for traffic breaks, and 7 were in response to accidents. 6C Transponder Technology Planning for the transition to the new transponder technology is underway. The lane system will be upgraded over a series of weekends with completion of that work expected by summer of 2019. The new sticker transponders have been received and are being prepared for distribution. Changes to the back-office system to process the new transponders and make changes to the customer account plan are being finalized and will be released to the customer once both the RCTC and OCTA lane system upgrades are performed. A series of customer communication has been prepared to facilitate the process for providing the new transponders to customers. 20 FINANCIAL HIGHLIGHTS RCTC 21 JOINT AGENCY TRIP AN D REVENUE STATISTICS JOINT AGENCY TRAFFIC STATISTICS MULTI AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING APRIL 30, 2019 Apr-19 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 759,870 487,681 64%1,887,838$ RCTC 742,104 487,681 66%3,542,483$ I-15 315,790 213,405 68%1,512,490$ McKinley 426,314 274,276 64%2,029,993$ Eastbound OCTA 769,268 425,291 55%2,599,813$ RCTC 603,537 425,291 70%1,822,900$ I-15 217,904 167,667 77%454,518$ McKinley 385,633 257,624 67%1,368,381$ 64% 55% 66% 70% - 100,000 200,000 300,000 400,000 500,000 600,000 700,000 800,000 900,000 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 22 JOINT AGENCY PER FORMANCE MEASURES JOINT AGENCY TRANSPONDER DISTRIBU TION Apr-19 Performance CUSTOMER SERVICE Call Wait Time Monthly Not to exceed 2 minutes 1:06 Abandon Rate Monthly No more than 4.0% 1.5% Customer Satisfaction Monthly At least 75 outbound calls 79 VIOLATION PROCESSING Response Time Monthly Within 2 business days of receipt 1.0 CUSA Violation Collection Rate Quarterly 70% or more 66% CUSA Violation Collection Rate Annually 74% or more 66% TRAFFIC OPERATIONS Initial & Secondary Reviews Monthly Equal to or less than 15 days 1.2 *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 REPORTING REQUIREMENT Reporting P eriod 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 1,636 49.0%1,383 48.7%1,454 46.3% Additional Tags to Existing Accounts 904 27.1%798 28.1%852 27.1% Replacement Transponders 797 23.9%661 23.3%835 26.6% Total Issued 3,337 2,842 3,140 Returned Account Closures 371 32.9%471 21.9%423 28.3% Accounts Downsizing 161 14.3%223 10.4%192 12.8% Defective Transponders 595 52.8%1,458 67.8%879 58.8% Total Returned 1,127 2,152 1,494 FY 2018-19TRANSPONDER DISTRIBUTION April-19 March-19 Average To-Date 23 At the end of April 2019, the 91 Express Lanes had 146,944 active customer accounts, and 223,716 transponders classified as Assigned. Number of Accounts by Fiscal Year As of April 30, 2019 Incoming Email Activity During April, the Anaheim Processing Center received 3,512 emails. 117,888 114,556 114,138 112,584 112,473 112,929 113,672 116,813 119,782 130,048 140,694 146,944 60,000 70,000 80,000 90,000 100,000 110,000 120,000 130,000 140,000 150,000 160,000 Fiscal Year Orange County Transportation Authority 550 South Main Street / P.O. Box 14184 / Orange / California 92863-1584 / (714) 560-OCTA (6282) June 7, 2019 To: State Route 91 Advisory Committee From: Darrell E. Johnson, Chief Executive Officer, OCTA Anne Mayer, Executive Director, RCTC Subject: Draft 2019 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 potential 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 2019 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 2019 State Route 91 Implementation Plan Page 2 The intent of the Plan is to serve as a compilation of information for projects along the SR-91 corridor. This Plan was prepared in consultation with the California Department of Transportation, the Transportation Corridor Agencies, and the cities of Anaheim, Corona, Orange, and Yorba Linda who have provided feedback on the Plan. Discussion Since 2002, 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. Since 2003, average daily traffic throughput has 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 (CIP) 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 2019 State Route 91 Implementation Plan Page 3 As information for projects in the Plan is updated annually, it is important to ensure that the planning and implementation of each project are carefully coordinated to determine the appropriate timing that provides 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. This effort will ensure that the projects meet the OCTA and RCTC goals for the SR-91 corridor. The 2019 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. They are: o SR-91 improvements between SR-57 and SR-55; 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 at a total cost of more than $350 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 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-241/91 Express Connector. The 2019 Plan includes an accelerated new project, RCTC’s SR-91 Corridor Operations Project, which will enhance the recently completed SR-91 CIP. This project will provide an additional westbound lane between Green River Road and SR-241. The portion between the SR-241 and the Orange/Riverside county line is part of OCTA’s Measure M2 commitment. This project will help relieve morning peak operating conditions for motorists traveling from Riverside County to Orange County. Draft 2019 State Route 91 Implementation Plan Page 4 The Plan includes the SR-241/91 Express Lanes Connector project. The project could offer some positive benefits to the SR-91 corridor, provided it is implemented with or following improvements in Riverside County to allow for the traffic to dissipate downstream. Without the downstream eastbound improvements, implementing the SR-241/91 Express Lanes Connector Project could exacerbate the conditions near the county line, otherwise known as the “mixing bowl.” This is an area where there are multiple movements, causing very complex traffic conditions. These movements would be further complicated with the addition of the SR-241/91 Express Lanes Connector Project. There remain unanswered technical issues that OCTA and RCTC believe would enable a better understanding of the SR-241/91 Express Lanes Connector Project implications to the users of the SR-91 corridor. These include an in-depth understanding of the toll schedules, baseline traffic assumptions, and potential impacts to the operations of the general purpose and 91 Express Lanes during and after construction. 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, and 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 will require a significant amount of planning, design, external funding, and future policy and public input. 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. Until considerable advancements are made in efficient a nd affordable tunneling technology, and more state and federal funding is available, this project will be a major challenge to complete. Draft 2019 State Route 91 Implementation Plan Page 5 Summary OCTA and RCTC have completed the 2019 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 2019 Plan projects have been updated and are organized by county jurisdiction. Attachment A. Draft State Route 91 Implementation Plan 2019 STATE ROUTE 91 (SR-91) IMPLEMENTATION PLAN KEEPING MOTORISTS MOVING ON THE SR-91 CORRIDOR Every year since 2002, OCTA, RCTC, and stakeholders have worked collaboratively to review a program of projects along the SR-91 corridor. • Provides seamless connectivity between Orange and Riverside Counties • Increases travel options • Optimizes vehicle throughput • Reinvests net 91 Express Lanes revenues on the SR-91 corridor to improve regional mobility • Investments to date: $1.9 billion Orange County Riverside County COMPLETED EFFORTSCOST (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 ANTICIPATED PROJECTSCOST (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 Express Bus Service SR-91 Corridor Operations Project 6th General Purpose Lane Addition (SR-241 to SR-71) SR-241/91 Express Connector Underway Final Design Environmental Environmental $6 $38 TBD $181 $460 $27.9 $34.8 $76.8 $200-$230 $117 TBD Environmental Final Design Final Design Preliminary Engineering EnvironmentalFinal Design Final Design Environmental Bi-County Riverside County Orange County Transportation Authority • 550 S. Main Street Orange, CA 92868CONCEPTSLOCATION 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 Irvine-Corona Expressway (ICE) 4-Lane Facility from SR-241/SR-133 to I-15/Cajalco Road (Post-2035) $8,855 WB SR-91 to SB SR-55 Connector Improvements (Post-2035) $75 - $150 EB SR-91 Fifth Lane Addition at SR-241 $31 2019 SR-91 IMPLEMENTATION PLAN i Table of Contents TABLE OF CONTENTS ............................................................................................................................................ I SECTION 1: 2019 STATUS REPORT AND UPDATE ............................................................................................ 1 SECTION 2: IMPLEMENTATION PLAN ................................................................................................................. 8 Orange County Projects ......................................................................................................................................................... 9 Riverside County Projects .................................................................................................................................................... 14 Bi-County Projects ............................................................................................................................................................... 18 APPENDIX A - POST-2035 AND CONCEPTUAL PROJECTS ............................................................................ 23 APPENDIX B - COMPLETED PROJECT EXHIBITS ............................................................................................ 29 APPENDIX C - REFERENCES .............................................................................................................................. 38 2019 SR-91 IMPLEMENTATION PLAN 2019 SR-91 IMPLEMENTATION PLAN 1 SECTION 1: 2019 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 millions of annual commuters 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 until 2030. 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 express lanes until 2065. 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) and a proposed completion schedule for SR-91 improvements from State Route 57 (SR-57) to 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. This 2019 Plan fulfills the requirement to provide the State Legislature with an annual Implementation Plan for SR-91 improvements and builds on the 2018 report. 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 2019 Plan have been infused with various sources of local, state, and federal funding. The 2019 Plan includes an overview andidentification of issues and needs to improve mobility on SR-91. Project descriptions include conceptual lane diagrams (as appropriate), cost estimates (in 2019 dollars, or as noted), and discussion of key considerations that need to be addressed in the planning and development of each project. This Plan will 2019 SR-91 IMPLEMENTATION PLAN 2 provide OCTA, RCTC, and Caltrans with a framework to implement SR-91 and other related improvements. Future annual Plan updates will continue to refine the scope, cost, and schedule of each project included in this version of the Plan. 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;  generating sufficient revenue to sustain the financial viability of the 91 Express Lanes;  paying debt service and maintaining debt service coverage; and  when appropriate, reinvesting net revenues on the SR-91 corridor to improve regional mobility. 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 SR-91 corridor travel between State Route 241 (SR-241) and McKinley Street. In November 2018, RCTC implemented additional striping and signage improvements to further enhance efficiency on WB SR-91 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. PROJECT ACCOMPLISHMENTS Much progress has been made since the initial 2003 SR-91 Implementation Plan was approved. The 2019 Plan includes select completed project exhibits as a historical reference, (see Appendix B). Completed Construction/Improvement Projects As of June 2019, 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). 2019 SR-91 IMPLEMENTATION PLAN 3  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 accounts for some of the improvement in existing EB p.m. peak hour travel time from approximately 70+ minutes in 2010 to approximately 50 minutes in 2014. The Initial CIP project has provided significant benefits to drivers on SR-91. This $1.4 billion investment project included widening SR-91 by one GP lane in each direction east of SR-71, adding collector-distributor (CD) roads and direct south connectors at I-15/SR-91, extending the 91 Express Lanes to I-15, and providing system/local interchange improvements. The new lanes and other improvements 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 have a direct impact upon future SR-91 widening projects. The first is the $2 billion U.S. Army Corps of Engineers (Corps) Santa Ana River Mainstem (SARM) improvement project that provides flood protection from the recently improved Prado Dam (near SR-71) to the Pacific Ocean. As part of the Corps’ project, existing riverbanks have been improved due to the increased capacity of the Prado Dam outlet works, which can now release up to 30,000 cubic feet per second (cfs) compared to the previous facility capacity of 10,000 cfs. The only remaining segments of the Santa Ana River Mainstem Reach 9 project to be constructed are Phase 4 and Phase 5A. SR-91 project design teams have coordinated with the Corps, Caltrans, and other federal, regional, and local agencies in order to accommodate future SR-91 improvements by the Corps bank protection project within Reach 9 Phase 2B by relocating the Santa Ana River. This has greatly enhanced the ability of Caltrans and other regional transportation agencies to implement many of the SR-91 improvement projects listed herein. The Corps SARM Reach 9 Phase 2B improvements were under construction as of September 2009 with American Recovery and Reinvestment Act (ARRA) “stimulus” funding and construction was finalized in April 2015. 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 releases by the aforementioned Corps project. In order to relocate the proposed 48-inch diameter SARI line outside of the floodplain, which is immediately adjacent to SR-91, Caltrans highway R/W was relinquished to the Orange County Flood Control District (OCFCD) for location of the SARI line. SR-91 project teams have coordinated with the OCFCD, Caltrans, and other federal, regional, and local agencies in order to accommodate planned SR-91 improvements within the remaining State R/W subsequent to relinquishment. This project completed the construction phase in mid-2014. 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 (also see Section 5):  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 Connector (January 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). 2019 SR-91 IMPLEMENTATION PLAN 4  2018 Next 10 Delivery Plan approved by OCTA Board, (September 2018).  Project Report & Environmental Document for SR-241/91 Express Connector (underway). Updates from the 2018 SR-91 Implementation Plan The following items have been added or modified for the 2019 Plan update:  The RCTC Corridor Operations Project has been added as a new project that will enhance the recently completed SR-91 CIP project.  The La Sierra Metrolink parking improvements has been added as a completed project.  The Metrolink station improvement project has been split into individual exhibits for the Anaheim Canyon Station and Placentia Station.  Various project descriptions, costs, and schedules have been updated from the 2018 Plan based on continued project development. 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 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 hours of 5 a.m. to 10 a.m. in the westbound direction. The afternoon experiences heavy congestion in the eastbound direction between the hours of 3 p.m. to 7 p.m. 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 I- 15/SR-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.  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.  Traffic entering the freeway from the truck scales merges at slow speeds affecting the 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. 2019 SR-91 IMPLEMENTATION PLAN 5  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. Project Coordination 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 in Orange County 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 implemented in a coordinated manner to ensure that there is sufficient receiving capacity in Riverside County. As information for projects in this Plan is updated annually, it is important to ensure that the planning of each project is carefully coordinated to determine the logical sequencing that provides maximum benefits to the SR-91 corridor. Additionally, projects on the corridor should also be closely coordinated to minimize “throwaway” costs and construction impacts to drivers and the surrounding communities. Detailed operational analysis will need to be conducted separately by OCTA and RCTC at the project level. PROJECT SUMMARY Many of the highway projects and concepts identified in this 2019 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, 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 27.9 34.8 76.8 SUBTOTAL 600 Riverside County Projects 15/91 Express Lanes Connector 220 SR-71/SR-91 Interchange Improvements 117 SR-91 Improvements East of I-15 TBD SUBTOTAL 337+ Bi-County Projects Express Bus Service Improvements Between Orange County and Riverside County 6 SR-91 Corridor Operations Project 6th General Purpose Lane Addition (SR-241 to SR-71) SR-241/91 Express Connector 38 TBD 181 SUBTOTAL 225+ Concept Project Summary Cost ($M) Conceptual Projects Elevated 4-Lane Facility (MIS Corridor A) from SR-241 to I-15 2,720 Anaheim to Ontario International Airport Maglev High Speed Rail 2,770 – 3,200 Irvine-Corona Expressway (ICE) 4-Lane Facility from SR- 241/SR-133 to I-15/Cajalco Road 8,855 WB SR-91 to SB SR-55 Improvements 75 – 150 EB SR-91 Fifth Lane Addition at SR-241 31 SUBTOTAL 14,451 – 14,956 Completed Project Summary Since 2006 (Constructed Year) Cost ($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) 45.2 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) 6.26 2019 SR-91 IMPLEMENTATION PLAN 6 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.  The Riverside County projects have a total cost of approximately $337 million. The improvements include: a 15/91 Express Lanes Connector, the SR- 71/SR-91 interchange, 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 $225 million. The improvements include: Express Bus service improvements, SR-91 Corridor Operations Project, a 6th General Purpose Lane Addition (SR-241 to SR-71), and a SR-241/91 Express Connector. Traffic Analysis For the 2019 Plan, the traffic analysis for major SR-91 capacity projects used the latest freeway operations software model available from UC Berkeley (FREQ) and traffic data calibrated to reflect traffic patterns. This freeway operations 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 operations analysis quantified travel time savings for WB morning and EB afternoon conditions for the following major capacity enhancing projects:  SR-91 Improvements between SR-57 and SR- 55.  15/91 Express Lanes Connector.  SR-71/SR-91 Interchange Improvements.  SR-91 Improvements East of I-15.  Widen SR-91 by One GP Lane from SR-241 to SR-71 in both directions.  SR-241/91 Express Connector.  SR-91 Corridor Operations Project The WB morning (a.m.) traffic analysis results indicate that for the year 2035 forecasts, travel times in Riverside County are anticipated to improve (by about 10 minutes) and increase slightly (by about 5 minutes) in Orange County. Bottlenecks are anticipated at the Orange- Riverside County line and at the SR-241 interchange/Gypsum Canyon interchange area. A bottleneck occurs at the SR-55 interchange area. The main bottlenecks in Riverside County will decrease because of the completion of proposed projects, though some congestion is still forecasted. Travel time in Orange County shows an increase in 2035 due to the growth in traffic and alleviation of bottlenecks upstream. The WB SR-91 to SB SR-55 Improvements is a concept to address the operational aspects for the WB SR-91 to SB SR-55 movement. In addition, OCTA and RCTC are exploring multi-modal opportunities on, or adjacent to, the SR-91 corridor that could provide additional congestion relief. The EB evening (p.m.) peak hour traffic analysis indicates that for the year 2035 forecasts, travel times in Riverside County are anticipated to increase slightly (by about 3 minutes), and gradually increase (by about 12 minutes) in Orange County. Bottlenecks appear at SR-55, at SR-241, and just before the Main Street interchange. 2019 SR-91 IMPLEMENTATION PLAN 7 CONCEPT PROJECT SUMMARY Many of the highway concept projects identified in this 2019 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 2009 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. At the conclusion of the financial and geotechnical feasibility study in 2010, the Riverside-Orange Corridor Authority Board (ROCA) directed staff to shelve the project due to its high construction cost and the difficult economic climate, and to reevaluate the concept on an annual basis during the preparation of the SR-91 Implementation Plan. 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. The technological ability to construct the large-diameter tunnels is currently available; however, the cost of tunnel boring machines (TBM) and the associated tunneling process required to construct this project has not been reduced significantly. In general, no significant changes to the seven feasibility issues considered for the ICE concept have occurred over the last nine (9) years. An assessment of current economic conditions, lack of state and federal transportation funding; and the high construction cost is hampering the ability of OCTA and RCTC to implement this concept. Until considerable advancements are made in regard to efficient and affordable tunneling technology, and more state and federal funding are made available, the concept will remain a challenge to implement. 2019 SR-91 IMPLEMENTATION PLAN 8 SECTION 2: Implementation Plan OVERVIEW The 2019 Plan describes projects, key considerations, benefits, current status, schedule, and costs (in 2019 dollars, or as noted) for major projects and concepts through 2035 and beyond. 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. As the Plan is updated on an annual basis, project implementation can be achieved in such a way that provides maximum benefits to the SR-91 corridor. Separately, and 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. 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. Figure 2-1 – SR-91 Project Study Area from SR-57 to I-15 2019 SR-91 IMPLEMENTATION PLAN 9 Orange County Projects The Orange County set of projects include four improvements at a total cost of approximately $600 million (in 2019 dollars, or as noted). The projects include: SR-91 improvements between SR-57 and SR-55, Anaheim Canyon Metrolink station improvements, new Placentia Metrolink rail station, and Fairmont Boulevard Improvements. Further details for each of the projects are included following the summary below. Orange County Project Summary Cost ($M) SR-91 Improvements between SR-57 and SR-55 460 Anaheim Canyon Metrolink Station Improvements 27.9 Placentia Metrolink Rail Station 34.8 Fairmont Boulevard Improvements 76.8 SUBTOTAL 600 2019 SR-91 IMPLEMENTATION PLAN 10 2019 SR-91 IMPLEMENTATION PLAN 11 2019 SR-91 IMPLEMENTATION PLAN 12 2019 SR-91 IMPLEMENTATION PLAN 13 2019 SR-91 IMPLEMENTATION PLAN 14 Riverside County Projects The Riverside County set of projects include three improvements: a 15/91 Express Lanes Connector, the SR-71/SR-91 interchange, and SR-91 Improvements east of I-15. Projects for implementation in Riverside County are anticipated to cost in excess of $337 million (in 2019 dollars, or as noted). Riverside County Project Summary Cost ($M) 15/91 Express Lanes Connector 220 SR-71/SR-91 Interchange Improvements 117 SR-91 Improvements East of I-15 TBD SUBTOTAL 337+ 2019 SR-91 IMPLEMENTATION PLAN 15 2019 SR-91 IMPLEMENTATION PLAN 16 2019 SR-91 IMPLEMENTATION PLAN 17 2019 SR-91 IMPLEMENTATION PLAN 18 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 6th General Purpose Lane Addition (SR-241 to SR- 71), and a SR-241/ 91 Express Connector. The total cost for the four projects is expected to be more than $225 million (in 2019 dollars, or as noted). Bi-County Project Summary Cost ($M) Express Bus Service Improvements 6 SR-91 Corridor Operations Project 38 Sixth GP Lane Addition (SR-241 to SR-71) TBD SR-241/SR-91 Express Connector 181 SUBTOTAL 225+ 2019 SR-91 IMPLEMENTATION PLAN 19 2019 SR-91 IMPLEMENTATION PLAN 20 2019 SR-91 IMPLEMENTATION PLAN 21 2019 SR-91 IMPLEMENTATION PLAN 22 2019 SR-91 IMPLEMENTATION PLAN 23 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), WB SR-91 to SB SR-55 Connector Improvements, and EB 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. The MIS Corridor A concept may incorporate projects being developed in the earlier programs as concept components. 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 WB SR-91 to SB SR-55 Connector Improvements 75-150 EB SR-91 Fifth Lane Addition at SR-241 31 SUBTOTAL 14,451 – 14,956 2019 SR-91 IMPLEMENTATION PLAN 24 2019 SR-91 IMPLEMENTATION PLAN 25 2019 SR-91 IMPLEMENTATION PLAN 26 2019 SR-91 IMPLEMENTATION PLAN 27 2019 SR-91 IMPLEMENTATION PLAN 28 2019 SR-91 IMPLEMENTATION PLAN 29 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 2019 SR-91 IMPLEMENTATION PLAN 30 2019 SR-91 IMPLEMENTATION PLAN 31 2019 SR-91 IMPLEMENTATION PLAN 32 2019 SR-91 IMPLEMENTATION PLAN 33 2019 SR-91 IMPLEMENTATION PLAN 34 2019 SR-91 IMPLEMENTATION PLAN 35 2019 SR-91 IMPLEMENTATION PLAN 36 2019 SR-91 IMPLEMENTATION PLAN 37 2019 SR-91 IMPLEMENTATION PLAN 38 Appendix C - REFERENCES The following documents and resources were used in the development of the 2019 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 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 2019 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 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-241/91 Express Connector SR-241 –State Route 241 SR-91 Corridor Operations Project •New westbound lane •Green River Road to SR-241 •Enhances recently completed SR-91 Corridor Improvement Project •Construction completion: 2021/2022 •Estimated cost: $38 million 10 SR-241/91 Express Lanes Connector •Positive benefits if timed correctly •OCTA and RCTC requesting additional information to understand implications •Should be implemented concurrently with or following new eastbound capacity projects •Estimated cost: $181 million 11 OCTA –Orange County Transportation Authority RCTC –Riverside County Transportation Commission Project Implementation 12 •Coordinate projects responding to: •Operational issues •Traffic dynamics •Project readiness •Construction fatigue/community impacts/throwaway costs •Funding Recommendation/Next Steps 13 •Receive and file as an information item •Continue project implementation efforts 91 EXPRESS LANES CUSTOMER SERVICE CENTER State Route 91 Advisory Committee June 7, 2019 Jennifer Crosson –RCTC, Toll Operations Manager 1 Relocated March 11th 2 3 Customer Service Center 4 Customer walk-in center 400/week Call center 10,000/week Transponder orders filled 700/week 5 Joint 91 and 15 Express Lanes Walk-in Center (Spring 2020) 6 One stop for customers ➢Information ➢Issue resolution ➢Account opening ➢Violation resolution QUESTIONS? 7