Loading...
HomeMy Public PortalAbout06 June 04, 2021 State Route 91 AdvisoryWI VI 41101 C Rltl13 Y FP AllSPOR3 A1.10 N C.ptd7�lS.`.19N AGENDA State Route 91 Advisory Committee Meeting Committee Members Gene Hernandez, OCTA, Chairman Brian Berkson, RCTC, Vice Chairman Kevin Jeffries, RCTC Bob Magee, RCTC, Mark A. Murphy, OCTA Harry S. Sidhu, OCTA Wes Speake, RCTC Karen Spiegel, RCTC Tim Shaw, OCTA Donald P. Wagner, OCTA Michael Hennessey, OCTA, Alternate Clint Lorimore, RCTC, Alternate Orange County Transportation Authority Headquarters Conference Room 07 550 South Main Street Orange, California Friday, June 4, 2021 at 9:00 a.m. Michael Beauchamp, Caltrans Dist. 8, Ex -Officio Ryan Chamberlain, Caltrans Dist.12, Ex -Officio Ray Marquez, SBCTA - Ex -Officio Any person with a disability who requires a modification or accommodation in order to participate in this meeting should contact the Orange County Transportation Authority (OCTA) Clerk of the Board, telephone (714) 560-5676, no less than two (2) business days prior to this meeting to enable OCTA to make reasonable arrangements to assure accessibility to this meeting. Agenda descriptions are intended to give members of the public a general summary of items of business to be transacted or discussed. The posting of the recommended actions does not indicate what action will be taken. The Committee may take any action which it deems to be appropriate on the agenda item and is not limited in any way by the notice of the recommended action. All documents relative to the items referenced in this agenda are available for public inspection at www.octa.net or through the Clerk of the Board's office at the OCTA Headquarters, 600 South Main Street, Orange, California. Guidance for Public Access to the Board of Directors/Committee Meeting On March 12, 2020 and March 18, 2020, Governor Gavin Newsom enacted Executive Orders N-25-20 and N-29-20 authorizing a local legislative body to hold public meetings via teleconferencing and make public meetings accessible telephonically or electronically to all members of the public to promote social distancing due to the state and local State of Emergency resulting from the threat of Novel Coronavirus (COVID-19). Page 1 of 4 nillrIIS►1INSiDL cam 1Y TNAMSAOR1Ai1PM EMIAMI QN OCTA AGENDA State Route 91 Advisory Committee Meeting Guidance for Public Access to the Board of Directors/Committee Meeting (Continued) In accordance with Executive Order N-29-20, and in order to ensure the safety of the OCTA Board of Directors (Board) and staff and for the purposes of limiting the risk of COVID-19, in -person public participation at public meetings of the OCTA will not be allowed during the time period covered by the above -referenced Executive Orders. Instead, members of the public can listen to AUDIO live streaming of the Board and Committee meetings by clicking the below link: http://www.octa.net/About-OCTA/Who-We-Are/Board-of-Directors/Live-and-Archived-Audio/ Public comments may be submitted for the upcoming Board and Committee meetings by emailing them to ClerkOffice[a7octa.net. If you wish to comment on a specific agenda Item, please identify the Item number in your email. All public comments that are timely received will be part of the public record and distributed to the Board. Public comments will be made available to the public upon request. In order to ensure that staff has the ability to provide comments to the Board Members in a timely manner, please submit your public comments 90 minutes prior to the start time of the Board and Committee meeting date. Call to Order Roll Call Pledge of Allegiance Member Speake 1. Public Comments Special Calendar There are no Special Calendar matters. Page 2 of 4 PFNIVENSIDI FR COUNT TO ANS►ONTATION COMMISSION OCTA AGENDA State Route 91 Advisory Committee Meeting Consent Calendar (Items 2 and 3) All items on the Consent Calendar are to be approved in one motion unless a Committee Member or a member of the public requests separate action or discussion on a specific item. 2. Approval of Minutes Approval of the minutes of the State Route 91 Advisory Committee meeting of March 5, 2021. 3. Joint 91 Express Lanes Status Reports Kirk Avila/Michael Blomquist Overview The 91 Express Lanes status reports for the months of February 2021 through April 2021 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 February 2021 through April 2021. Regular Calendar 4. Draft 2021 State Route 91 Implementation Plan Alison Army/Kia Mortazavi Overview The Orange County Transportation Authority and the Riverside County Transportation Commission annually prepare a plan for potential improvements along the State Route 91 corridor between State Route 57 in Orange County and Interstate 15 in Riverside County. The plan includes a listing of proposed improvements, preliminary cost estimates, and potential implementation timeframes. These improvements are sponsored by various agencies, such as the Orange County Transportation Authority, the Riverside County Transportation Commission, the Transportation Corridor Agencies, the California Department of Transportation, and cities along the corridor. The Draft 2021 State Route 91 Implementation Plan is provided for information purposes. Page 3 of 4 FnlIFIRivtitwiaL couNrr TRAHSMKSATION COSAMISSIQH OCTA AGENDA State Route 91 Advisory Committee Meeting 4. (Continued) Recommendation Receive and file as an information item. Discussion Items 5. Back -Office System and Customer Service Center Implementation Update Kirk Avila Staff will provide an update on the transition to the new back -office and customer service center systems. 6. Coronavirus Impacts to the 91 Express Lanes Kirk Avila/Jennifer Crosson Staff from the Orange County Transportation Authority and Riverside County Transportation Commission will be providing an update on the impacts of the novel coronavirus pandemic to 91 Express Lanes operations, traffic volumes, and revenues. 7. General Manager's Report - Orange County Transportation Authority 8. Toll Operations Report - Riverside County Transportation Commission 9. Committee Members' Reports 10. Closed Session There are no Closed Session items scheduled. 11. Adjournment The next regularly scheduled meeting of this Committee will be held at 9:00 a.m. on Friday, October 1, 2021, at the Orange County Transportation Authority Headquarters, Conference Room 07, 550 South Main Street, Orange, California. Page 4 of 4 Fil OCTA RIVERSIDE COUNTY TRANSPORTATION COMMISSION MINUTES State Route 91 Advisory Committee Meeting Committee Members Present Via Teleconference Bob Magee, RCTC, Chairman Gene Hernandez, OCTA, Vice Chairman Brian Berkson, RCTC Kevin Jeffries, RCTC Mark A. Murphy, OCTA Harry S. Sidhu, OCTA Karen Spiegel, RCTC 77m Shaw, OCTA Wes Speake, RCTC Donald P. Wagner, OCTA Michael Beauchamp, Caltrans District 8, Ex -Officio Ray Marquez, SBCTA, Ex -Officio Committee Members Absent Ryan Chamberlain, Caltrans District 12, Ex -Officio Call to Order Staff Present Darrell E Johnson, OCTA, Chief Executive Officer Kirk Avila, OCTA, General Manager, 91 Express Lanes Allison Cheshire, OCTA, Interim Deputy Clerk of the Board Gina Ramirez, OCTA, Deputy Clerk of the Board OCTA and RCTC Staff Via Teleconference Anne Mayer, RCTC, Executive Director Michael Blomquist, RCTC, Toll Program Director James M. Donich, OCTA, General Counsel The March 5, 2021 regular meeting of the State Route 91 (SR -91) Advisory Committee (Advisory Committee) was called to order by Committee Chairman Magee at 9:02 a.m. Roll CaII The Deputy Clerk of the Board conducted an attendance Roll Call and announced there was a quorum of the SR -91 Advisory Committee. Pledge of Allegiance Committee Vice Chairman Hernandez led in the Pledge of Allegiance. 1. Public Comments No public comments were received. March 5, 2021 Page 1 of 5 RIVERSIDE COUNTY TRAIiSPORTATION COMMISSION MINUTES State Route 91 Advisory Committee Meeting Special Calendar 2. Election of New State Route 91 Advisory Chair Committee Chairman Magee opened nominations for the office of Committee Chair. A motion was made by Member Murphy, seconded by Member Shaw, and declared passed 10-0 by those present, to elect current Committee Vice Chairman Gene Hernandez as the Chairman for the State Route 91 Advisory Committee. 3. Election of New State Route 91 Advisory Committee Vice Chair Newly -elected Committee Chairman Hernandez opened nominations for the office of Committee Vice Chair. A motion was made by Member Spiegel, seconded by Member Magee, and declared passed 10-0 by those present, to elect Member Brian Berkson as the Vice Chairman for the State Route 91 Advisory Committee. Consent Calendar (Items 4 through 7) 4. Approval of Minutes A motion was made by Member Sidhu, seconded by Member Murphy, and declared passed 10-0 by those present, to approve the minutes of the State Route 91 Advisory Committee meeting of October 2, 2020. 5. 91 Express Lanes Status Reports A motion was made by Member Sidhu, seconded by Member Murphy, and declared passed 10-0 by those present, to receive and file the 91 Express Lanes Status Reports for the months of September 2020 through January 2021. 6. Orange County Transportation Authority Fiscal Year 2019-20 91 Express Lanes Fund Financial Statements A motion was made by Member Sidhu, seconded by Member Murphy, and declared passed 10-0 by those present, to receive and file Fiscal Year 2019-20 Orange County Transportation Authority 91 Express Lanes Fund audited financial statements. March 5, 2021 Page 2 of 5 Fil RCOUNIYERTY5IDE TRANSPORTATION COMMISSION OCTA MINUTES State Route 91 Advisory Committee Meeting 7. Fiscal Year 2019/20 Riverside County Transportation Commission 91 Express Lanes Annual Financial Statements A motion was made by Member Sidhu, seconded by Member Murphy, and declared passed 10-0 by those present, to receive and file Fiscal Year 2019-20 Riverside County Transportation Commission 91 Express Lanes Fund audited financial statements. Regular Calendar There were no Regular Calendar items scheduled. Discussion Items 8. Coronavirus Impacts to the 91 Express Lanes Kirk Avila, General Manager, Orange County Transportation Authority (OCTA), 91 Express Lanes, and Michael Blomquist, Toll Director for Riverside County Transportation Commission (RCTC) provided a PowerPoint presentation on this item. 9. 15 Express Lanes Opening Jennifer Crosson, Toll Operations Manager for RCTC, 91 Express Lanes, provided a PowerPoint presentation on this item. Member Speake inquired about the separation of pricing on both the 91 Express Lanes and the 15 Express Lanes. He also asked on how RCTC will communicate the pricing changes to the public. Ms. Crosson responded that direct emails regarding the pricing changes has been sent to all account holders. The separation of pricing is due to the delay in posting the toll price at the entry of the lanes versus travel time along the lanes. Additionally, Ms. Crosson commented that the 91 Express Lanes will retain a toll policy based on volume and the 15 Express Lanes will be dynamically priced. Michael Blomquist, Toll Director for RCTC, commented that the separation in toll pricing along the lanes is to also accommodate multiple destinations along the lanes and ease signage congestion. Mr. Blomquist discussed analyzing usage data, maximizing the number of lanes used along the 15 Express Lanes as volumes increase, lane drops, and review if any improvements are needed. March 5, 2021 Page 3 of 5 MINUTES State Route 91 Advisory Committee Meeting 10. General Manager's Report - Orange County Transportation Authority Kirk Avila, General Manager, OCTA, 91 Express Lanes, bid farewell to Michael Blomquist, Toll Director for RCTC, who has been critical to the success of the 91 Express Lanes in both Orange and Riverside Counties. Mr. Avila wanted to wish him the best and thanked him for all his hard work during the last 15 years on the 91 Express Lanes. Anne Mayer, Chief Executive Officer of RCTC, thanked Mr. Blomquist for his service. She discussed the partnership between both Orange and Riverside Counties and how this was an integral part of the success of the 91 Express Lanes. Member Spiegel thanked Mr. Blomquist for his service and leadership on the 91 Express Lanes project. 11. Toll Program Director's Report - Riverside County Transportation Commission Michael Blomquist, Toll Director for RCTC, thanked the Committee and staff for their sentiments. He echoed Ms. Mayer's comments on the partnership between the Orange and Riverside Counties while on the 91 Express Lanes. 12. Committee Members' Reports There were no Committee Members' Reports. 13. Closed Session There were no Closed Session items scheduled. March 5, 2021 Page 4 of 5 RIVERSIDE COUNTY TRANSPORTATION COM MISSION MINUTES State Route 91 Advisory Committee Meeting 14. Adjournment The meeting adjourned at 9:57 a.m. The next regularly scheduled meeting of this Committee will be held at 9:00 a.m. on Friday, June 4, 2021, at the Orange County Transportation Authority Headquarters, Conference Room 07, 550 South Main Street, Orange, California. ATTEST Gene Hernandez Committee Chairman Allison Cheshire OCTA Interim Deputy Clerk of the Board March 5, 2021 Page 5 of 5 " RIVERSIDE COUNTY TRANSPORTATION COMMISSION June 4, 2021 To: State Route 91 Advisory Committee From: Kirk Avila, General Monaj, OCTA Jennifer Crosson, Interim Toll Program Director, RCTC Subject: Joint 91 Express Lanes Status Reports Overview The 91 Express Lanes status reports for the months of February 2021 through April 2021 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 February 2021 through April 2021. Background The joint monthly status reports are prepared to document 91 Express Lanes activities and are provided for State Route 91 Advisory Committee review. Discussion For the month of February 2021, gross potential toll revenues and traffic volumes in the 91 Express Lanes for both the Orange County Transportation Authority (OCTA) and Riverside County Transportation Commission (RCTC) segments decreased as compared to the same period last year. The decreases are due to Governor Newsom's orders, beginning in March 2020, for California residents to stay-at-home and refrain from non -essential travel. In addition, there was an extra day in February 2020 when compared to this year. For the months of March 2021 and April 2021, gross potential toll revenues and traffic volumes in both the OCTA and RCTC segments increased as compared to the same period last year. The figures for March and April 2020 reflect lower levels because of the Orange County Transportation Authority 550 South Main Street/P.O. Box 14184 / Orange / Califomia 92863-1584 / (714) 560-OCTA (6282) Riverside County Transportation Commission 4080 Lemon Street, 3rd Floor/ Riverside / CA 92501/(951) 787-7141 Joint 91 Express Lanes Monthly Status Reports Page 2 coronavirus pandemic. As of the end of April 2021, for the OCTA segment, the 2020-21 fiscal year-to-date traffic volume and gross potential toll revenue decreased by 8.3 percent and 3.4 percent, respectively. For the RCTC segment, a fiscal year-to-date comparison reflects a decrease in traffic volume of 11.6 percent and a decrease of 29.9 percent in gross potential toll revenue. Staff will continue to closely monitor traffic and revenue data and report back to the State Route 91 Advisory Committee regularly. Summary The joint 91 Express Lanes status reports for the months of February 2021 through April 2021 are provided for review. The reports highlight operational and financial activities. Attachments A. 91 Express Lanes Status Report — As of February 28, 2021 B. 91 Express Lanes Status Report — As of March 31, 2021 C. 91 Express Lanes Status Report — As of April 30, 2021 ATTACHMENT A OCTA Orange County Transportation Authority Riverside County Transportation Commission et Express J Lanes Status Report February 2021 As of February 28, 2021 Table of Contents Operations Overview OCTA 3 Traffic and Revenue Statistics for OCTA 3 OCTA Traffic and Revenue Summary 5 OCTA Eastbound Peak -Hour Volumes 6 OCTA Westbound Peak -Hour Volumes 7 OCTA Operational Highlights 8 Financial Highlights OCTA 9 Operations Overview RCTC 9 Traffic and Revenue Statistics for RCTC 10 RCTC Traffic and Revenue Summary 12 RCTC Peak -Hour Volumes 13 RCTC Eastbound Peak -Hour Volumes 13 RCTC Westbound Peak -Hour Volumes 15 RCTC Operational Highlights 17 Financial Highlights RCTC 18 Joint Agency Trip and Revenue Statistics 19 Joint Agency Traffic Statistics 19 Joint Agency Performance Measures 20 Joint Agency Transponder Distribution 20 Incoming Email Activity 21 Operational Activity 21 &Express Lanes 2 OPERATIONS OVERVIEW OCTA Total traffic volume on the 91 Express Lanes for February 2021 was 1,173,618. This represents a daily average of 41,915 vehicles. This is a 17.4 percent decrease in total traffic volume from the same period last year, which totaled 1,420,827. Potential toll revenue for February was $3,823,126, which represents a decrease of 12.7 percent from the prior year's total of $4,378,079. Carpool percentage for February was 20.8 percent as compared to the previous year's rate of 24.2 percent. The decreases are attributed to the coronavirus (COVID-19) pandemic and California Governor Gavin Newsom's orders for residents to stay at home and refrain from non -essential travel. Month -to -date traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the Orange County Transportation Authority (OCTA) 91 Express Lanes and associated potential revenue for the month of February 2021. Current Month -to -Date (MTD) as of February 28, 2021 Trips Feb -21 MTD Actual Feb -20 MTD Actual Yr-to-Yr Variance Full Toll Lanes 929,879 1,077,494 3+ Lanes 243,739 343,333 Total Gross Trips 1,173,618 1,420,827 Revenue Full Toll Lanes $3,779,098 $4,316,423 3+ Lanes $44,028 $61,655 Total Gross Revenue $3,823,126 $4,378,079 Average Revenue per Trip Average Full Toll Lanes $4.06 $4.01 1.2% Average 3+ Lanes $0.18 $0.18 0.0% Average Gross Revenue $3.26 $3.08 5.8% E.xpress , Lanes 3 The 2021 fiscal year-to-date traffic volume decreased by 22.8 percent and potential toll revenue decreased by 17.4 percent, when compared with the same period last year. Year-to-date average revenue per trip is $3.26. 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 months of July 2020 through February 2021. Fiscal Year (FY) 2020-21 Year -to -Date as of February 28, 2021 Trips FY 2020-21 YTD Actual T FY 2018-20 YTD Actual Yr-to-Yr oh, Variance Full Toll Lanes 7,154,664 8,792,740 (18.6%) 3+ Lanes 1,982,329 3,046,149 (34.9%) Total Gross Trips 9,136,993 11,838,889 , ,':_ _:7,. Revenue Full Toll Lanes $29,360,495 $35,446,141 (17.2%) 3+ Lanes $387,639 $548,364 (29.3%) Total Gross Revenue $29,748,134 $35,994,505 is ' 7 -1'; :: Average Revenue per Trip Average Full Toll Lanes $4.10 $4.03 1.7% Average 3+ Lanes $0.20 $0.18 11.1% Average Gross Revenue $3.26 $3.04 7.2% e_Iat:,Express n 55 4 OCTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between full toll trips and high -occupancy vehicle (HOV3+) trips for FY 2020-21 on a monthly basis. FY 2020-21 Traffic Volume Overview 1,600,000 1,400,000 1,200,000 - 1,000,000 - 800.000 - 0 600,000 - 400,000 • 200,000 • 0 266.506 252.671 246.847 277,766 251.333 230.637 212.829 1.048.523 899,004 919.568 888,650 852,440 929.979 832,236 793,293 Jul -20 Aug -20 Sep -20 Oct -20 Nov -20 Dec -20 Jan -21 Month Feb -21 Mar -21 Apr -21 May -21 Jun -21 NFU' Toll Lanes 1813+ Lanes The chart below reflects the gross potential revenue breakdown between full toll trips and HOV3+ trips for FY 2020-21 on a monthly basis. S5,000.000 S4.500,000 S4,000,000 S3,500,000 m S3.000.000 S2,500,000 S2,000,000 S1,500,000 S1,000,000 FY 2020-21 Revenue Summary $4.269,601 53,770,761 53.673.371 3,476,583 53,779.098; $3,619,797 53,488,629$ 3.282,650 Jul -20 Aug -20 Sep -20 Oct -20 Nov -20 Dec -20 Jan -21 Month Feb -21 Mar -21 Apr -21 • Full Toll Lanes a 3+ Lanes May -21 Jun -21 • Express 1 Lanes 5 OCTA EASTBOUND PEAK -HOUR VOLUMES Peak -hour traffic in the eastbound direction reached or exceeded 90 percent of defined capacity 11 times during the month of February 2021. As demonstrated on the next chart, westbound peak -hour traffic volumes top out at 76 percent of defined capacity. Monday 02101/21 Tuesday 02/02121 Wednesday 02103121 Thursday 02104121 ' Friday 02105121 PM Time ap. Price HOV Vol. Cap. Price UK Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. 1400-1500 55.15 335 2,353 69% $5.15 315 2,311 68% 55.15 364 2,824 83% $6.95 382 3,141 92% 5810 486 2,685 79% 1500 - 1600 55.50 428 2,952 87% S5.25 423 2,142 63% 57,25 487 3,004 88% 57 25 524 2,781 82% 57.65 567 3,276 96% 1600-1700 54.85 314 2,774 82% 55.00 292 2,772 82% $7.00 306 2,790 82% 56.80 350 3,186 94% 57.95 394 2,444 72% 1700 - 1800 54,80 310 2,445 72% 54.90 359 2,760 81% 55.90 382 2,720 80% $7.20 348 2,568 76% 56.55 434 2,949 87% 1800- 1900 55.50 360 1,719 51% S3,95 458 2,514 74% $3.95 442 2,331 69% S4.35 464 2,355 69% S6.55 525 2,456 72% 1900-20001S3.85 220 831 24% 53.85 255 1,073 32% 5185 291 1,169 34% 55.60 287 1,264 37% S6.05 449 1,827 54% Monday 02108121 Tuesday 02109121 Wednesday 02110121 Thursday 02111121 Friday 02112121 PM Time Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. 1400-1500 $5.15 361 2,440 72% 5515 351 2,733 80% 55.15 356 2,799 82% 86.95 428 3,051 90% $810 562 2,972 87% 1500 - 1600 $5.50 489 2,839 84% 55 75 462 2,960 87% 57.25 493 2,871 84% $7.25 508 2,824 83% 87.65 572 3,342 98% 1600-1700 54,85 279 2,530 74% 55.00 326 2,932 86% 57.00 286 2,796 82% 86.80 370 3,252 96% $7.95 450 2,523 74% 1700-1800 54.80 400 2,934 86% S4.90 357 2,762 81% $5.90 405 2,916 86% 57.20 359 2,474 73% 56.55 476 2,760 81% 1800 -1900 $5.50 438 1,992 59% $3.95 436 2,332 69% 53.95 519 2,642 78% 54 35 576 2,887 85% $6.55 505 2,260 66% 1900-2000 $3.85 250 984 29% $3.85 311 1,128 33% $3.85 307 1,397 41% S5.60 370 1,490 44% $6.05 508 1,813 53% Monday 02115121 Tuesday 02116121 Wednesday 02117121 Thursday 02118121 Friday 02119121 PM Time Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. 1400-1500 55.15 413 2,170 64% 5515 355 2,687 79% $5.15 366 2,859 84% 86.95 397 3,088 91% 5810 537 3,019 89% 1500-1600 55.50 474 2,645 78% 55.25 439 2,692 79% $7.25 497 2,839 84% 5725 459 2,738 81% 87.65 587 3,373 99% 1600-1700 54.85 362 2,315 68% 85.00 350 2,911 86% $7.00 323 2,832 83% 56.80 327 3,147 93% $7.95 358 2,489 73% 1700 - 1800 04.80 329 1,947 57% 54 90 344 2,789 82% $5.90 373 2,880 85% 57 20 334 2,490 73% S6.55 403 2,762 81% 1800- 1900 55.50 413 1,399 41% 53 95 458 2,357 69% $3,95 478 2,539 75% 54 35 562 2,683 79% 06.55 558 2,514 74% 1900-2000 $3.85 277 851 25% 53.85 285 1.185 35% $3.85 335 1,179 35% 5560 335 1,366 40% $6.05 463 1,702 50% Monday 02122121 Tuesday 02123121 Wednesday 02124121 Thursday 02125121 Friday 02126121 PM Time Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cep. Price HOV Vol. Cap. Price HOV Vol. Cap.. 1400 - 1500 $5,15 372 2,490 73% 55.15 358 2,850 84% $5.15 382 2,896 85% 56 95 410 2,957 87% 58 10 486 2,896 85% 1500 - 1600 $5,50 456 2,987 88% 55 25 464 2,764 81% 57.25 470 2,803 82% $7.25 495 2,670 79% 87.65 568 3,263 96% 1600 - 1700 54.85 309 2,822 83% $5 00 311 2,880 85% 57.00 345 2,847 84% 86.80 374 3,253 96% $7 95 424 2,594 76% 1700 - 1800 54.80 352 2,715 80% 54.90 366 2,845 84% $5 90 378 2,883 85% $7 20 313 2,685 79% 56 55 456 2,930 86% 1800-1900 55,50 458 2,104 62% $3.95 484 2,547 75% $3.95 502 2,660 78% $4.35 491 2,571 76% 56.55 550 2,570 76% 1900 - 2000 S3,85 291 1,056 31% 53.85 312 1,261 37% 53.85 335 1,287 38% 85 60 347 1,413 42% S6 05 500 1,953 57% if Express 1 Lanes 6 OCTA WESTBOUND PEAK -HOUR VOLUMES Monday 02101121 Tuesday 02102121 Wednesday 02/03121 Thursday 02104121 Friday 02105121 AM Time Price 11^sue Cap. Price HOV Vol. Cap. Price HOV Vol.. Cap. Price HOV_ Vol. Cap. Price HOV Vol. Cap. 0400 - 0500 03 05 365 1,244 37% S3.05 368 1,266 37% S3 05 387 1,344 40% 53.05 378 1,341 39% 93.05 292 956 28% 0500 - 0600 64.95 475 1,984 58% 64.95 553 2,366 70% 54.95 532 2,194 65% 54,95 574 2,267 67% 54.70 474 1,821 54% 0600-0700 55.15 300 1,932 57% 55.15 274 1,602 47% 65.15 309 1,795 53% $5.15 296 1,863 55% 64.95 315 1,921 57% 0700-0800 95.65 255 1,953 57% $5.65 241 1,992 59% 55.65 229 1,973 58% 0565 273 1,991 59% 55.50 250 1,850 54% 0800-0900 95.15 132 1,571 46% 95.15 159 1,788 53% 95.15 147 1,728 51% 6515 130 1,637 48% 64.95 156 1,582 47% 0900-1000 54.10 113 1,095 32% 5410 132 1,315 39% 94.10 129 1,231 36% 5410 128 1,296 38% 94.10 180 1,484 44% Monday 02/08121 Tuesday 02109121 Wednesday 02110121 Thursday 02111121 Friday 02/12121 AM Time Price HOV _ Cap. Price HOV Vol. Cap.. Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. 0400 - 0500 S3 05 378 1,259 37% 93.05 367 1,309 39% 63.05 393 1,325 39% 53 05 372 1,295 38% S3 05 305 997 29% 0500 - 0600 64.95 489 2,013 59% 94.95 622 2,440 72% I $4.95 551 2,249 66% $4 95 561 2,301 68% $4,70 494 1,951 57% 0600-0700 95.15 278 1,945 57% 55.15 287 1,643 48% 95.15 321 1,864 55% $515 311 1,885 55% 94.95 276 1,901 56% 0700-0800 55.65 266 2,078 61% 55.65 275 2,094 62% 55.65 272 2,128 63% 0565 284 2,052 60% 65.50 224 1,852 54% 0800-0900 85.15 171 1,714 50% 85.15 176 1,962 58% 85.15 163 1,887 56% 55.15 153 1,891 56% $4,95 210 1,691 50% 0900-1000 94.10 168 1,263 37% $4.10 163 1,504 44% 9410 160 1,464 43% 64.10 198 1,767 52% 64.10 176 1,459 43% Monday 02115121 Tuesday 02116121 Wednesday 02117121 Thursday 02118121 Friday 02119121 AM Time Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. Price Cap. Price HOV Vol. Cap. 0400 - 0500 63.05 278 906 27% 53 05 389 1,383 41% $3 05 404 1,400 41% 53 05 395 1,364 40% $3.05 307 1,008 30% 0500-0600 64.95 353 1,328 39% $4.95 596 2,423 71% S495 579 2,309 68% 84.95 580 2,306 68% 64.70 493 1,935 57% 0600-0700 95.15 159 1,142 34% 9515 293 1,774 52% 95.15 315 1,901 56% 85,15 305 1,873 55% 94.95 298 1,979 58% 0700-0800 $5.65 148 1,050 31% $5.65 271 2,192 64% 85.65 285 2,110 62% 95.65 272 2,043 60% 9550 253 1,953 57% 0800-0900 $5.15 142 1,022 30% 95.15 183 1,993 59% 9515 146 1,844 54% S5.15 183 1,859 55% $4.95 165 1,480 44% 0900 - 1000 64.10 257 1,192 35% . 94.10 171 1,762 52% 9410 171 1,587 47% $4.10 172 1,710 50% $4.10 177 1,320 39% Monday 02/22121 Tuesday 02123121 Wednesday 02124121 Thursday 02125121 Friday 02126121 AM Time Price NOV. Vol. Cap. Price HOV Vol. Cap. -Price HOV Vol. Cap. Price H4 Vol. Cap. Price HOV Vol. Ca, 0400-0500 5305 390 1,330 39% $305 384 1,318 39% $3,05 404 1,415 42% $3.05 375 1,470 43% 93.05 302 1,052 31% 0500 - 0600 $4,95 553 2,146 63% $4 95 636 2,569 76% $4.95 587 2,428 71% 94.95 537 2,238 66% S4 70 533 2,010 59% 0600-0700 $5,15 296 2,040 60% $5.15 272 1,730 51% 95.15 344 1,977 58% 55.15 328 1,947 57% 5495 315 1,968 58% 0700-0800 95.65 269 2,154 63% 55.65 308 2,178 64% $5,65 281 2,204 65% 55.65 301 2,150 63% 95.50 295 1,949 57% 0800 - 0900 $5.15 173 1,906 56% $5.15 183 1,938 57% S5,15 170 1,888 56% 55.15 170 1,909 56% 64.95 176 1,668 49% 0900-1000 54.10 182 1,567 46% 6410 165 1,721 51% $4.10 186 1,804 53% 94.10 200 1,747 51% 94.10 170 1,354 40% Express t Lanes 7 On -Road Operations OCTA customer assistance specialists (CAS) responded to 83 calls during the month of February. Of those calls, 62 were to assist disabled vehicles and 14 calls to remove debris. The CAS provided assistance to seven accidents in the Express Lanes with four of those accidents originating in the State Route 91 general purpose lanes. 91 Express Lanes Back -Office System (BOS) Development Update In February, Cofiroute USA, LLC (CUSA) notified OCTA and the Riverside County Transportation Commission (RCTC) of a delay to the implementation of the new BOS for the 91 Express Lanes for both Orange and Riverside counties as a result of the COVID-19 pandemic. CUSA is the current operator of the 91 Express Lanes for both OCTA and RCTC and is the firm selected for the design, development and implementation of the new BOS, as well as the customer service center operation, once the current contract expires on June 30, 2021. In anticipation that the future contractor would not be able to meet the go -live date in July 2021, the OCTA Board of Directors (Board) approved an amendment to the current three -party agreement between CUSA, RCTC, and OCTA, which allowed for six one -month optional extension periods. Staff from both agencies are continuing to work with CUSA to meet the revised anticipated go -live date in October 2021. Express A Lanes 8 FINANCIAL HIGHLIGHTS OCTA 91 Express Lanes 0 • eratin a Statement YTD as of : 7)2812021 YTD Variance Description Operating revenues: Toll Revenue Fee Revenue Total operating revenues Actual (1) $ 27,303,677 90 3,422,774.14 30,726,452.04 Budge[ t11 $ 21,067.70100 1.301.638.00 22.369.341.00 Dollar 5 $ 6,235,974.90 2.121.136.14 8,357,111.04 Percent (%) 29.6 153.0 37.4 Operating expenses: Contracted Services 4,439,729 95 4,798,080.00 358,350.05 7.5 Administrative Fee 1,997.720 00 2,081,168.00 83,448.00 4 0 Other Professional Services 679,851.05 2,226,570.00 1.546,718 95 69.5 Credit Card Processing Fees 631,564.43 615,510.00 (16,054.43) (2.6) Toll Road Account Servicing1.5 379,751.63 395.820.00 16,068.37 4.1 Other Insurance Expense 290.632.52 166,600.00 (124.032.52) (74.4) Toll Road Maintenance Supply Repairs 123,005.14 1,953,570.00 1.830.564.86 93.7 Patrol Services 399,553.46 689,704.00 290,150.54 42 1 Building Equipment Repairs and Maint 539,566.60 310,112.00 (229.454.60) (74 0) 6C Transponders - 125,000.00 125,000.00 100.0 Other Services {B) (992,616.18) 33,280.00 1.025.896.18 3,082.6 Utilities 32,601.91 76,640.00 44,038.09 57.5 Office Expense 9,911 50 60,226.00 50.314.50 83.5 , Bad Debt Expense 120,248.27 - (120,248.27) N/A Miscellaneous '{`) 37,349.65 98,198.00 60,848.35 62 0 Leases 286.595 08 323,200.00 36.604.92 11.3 Total operating expenses 8.975,4.65.01 13.953.678.00 4,978,212.99 35.7 Depreciation and Amortization 3} 3,128,365.02 - (3.128.365.02) NIA Operating income (loss 18,622,622.01 8.415.653 00 10,206,959.01 121.3 Nonoperating revenues (expenses): Reimbursement from Other Agencies Interest Income Interest Expense Other Total nonoper;gting revenues (expenses) 355,439.21 3,005,954_34 • (2,866,924.80) 462.08 494.930 83 625,000.00 980,992.00 ' (2,932,632 00) (1,326,640.00) (269,560.79) 2,024,962_34 65.707.20 462 08 1,821.570.83_, (43.1) 206.4 2.2 h11A 137.3 Transfers In Transfers Out (4) (2.817.627.05} ,(32.597:400 00} 29.779.772.95 r, LiA 91.4 Net income (loss) $ 16,299,925.79 $ (25,508,377.00) S 41,808,302.79 J (163.9) 'Actual 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. =Miscellaneous expenses include: Bond Insurance Costs, Bank Service Charge, Transponder Materials. 'Depreciation and amortization are not budgeted items. 'Transfers Out: For !d2 Project I and Project J expense reimbursements. 'Collection efforts have been paused due to pandemic Litigation settlement was accrued, the negative will be offset once the Ittigation payment is issued Capital Asset Activity During the eight months ending February 28, 2021, capital asset activities included $11,453 for the replacement of the air-conditioning units for the eastbound toll plaza and $73,349 for the Electronic Toll and Traffic Management system. & Express .4 Lanes 9 OPERATIONS OVERVIEW RCT( TRAFFIC AND REVENUE STATISTICS FOR RCTC Total traffic volume on the 91 Express Lanes for February 2021 was 990,668. This represents a daily average of 35,381 vehicles. This is a 20.2 percent decrease in total traffic volume from the same period last year, which totaled 1,241,893. Potential toll revenue for February was $3,380,063, which represents a decrease of 39.8 percent from the prior year's total of $5,610,397. Carpool percentage for February was 20.1 percent as compared to the previous year's rate of 22.7 percent. The decreases are attributed to the COVID-19 pandemic and California Governor Gavin Newsom's orders for residents to self -quarantine and refrain from non -essential travel. Month -to -date traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the RCTC 91 Express Lanes and associated potential revenue for the month of February 2021. Current Month -to -Date as of February 28, 2021 Trips FEB-21 MTD Actual Stantee MTD Projected # Variance % Variance FEB-20 MTD Actual Yr-to-Yr Variance Full Toll Lanes 791,824 911,486 (119,662) (13.1%) 960,256 (17.5%) 3+Lanes 198,844. 286,229 _ (87,385) (30.5%) 281,637 (29.4%) Total Gross Trips 990,668 1,197,714 (207,046) (17 3%) 1,241,893 1-1 2%1 Revenue Li Full Toll Lanes $3,343,629 $3,970,343 ($626,714) (15 8%) $5,579,936 (40 1%) 3+ Lanes $36,434 $0 $36,434 4 $30,461 19.6% Total Gross Revenue $3,380,063 53,970.343 ($590.280) 14 9%) $5,610,397 1 (39,8%) Average Revenue per Trip Average Full Toll Lanes $4.22 $4.36 ($0 14) (3 2%) $5.81 (27.4% Average 3+ Lanes $0.18 $0.00 $0.18 45 $0.11 63.6% Average Gross Revenue $3.41 $3,31 $0.10 3.0%1 $4.52 (24.6%) elli2Express 1 Lanes 10 The 2021 fiscal year-to-date traffic volume decreased by 25.8 percent and potential toll revenue decreased by 41.2 percent, when compared with the same period last year. Year-to-date average revenue per -trip is $3.41. Fiscal year-to-date traffic and revenue data are summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the RCTC 91 Express Lanes and associated potential revenue for the months of July 2020 through February 2021. FY 2020-21 Year -to -Date as of February 28, 2021 Trips FY 2020-21 YTD Actual Stantec YTD Projected # Variance % Variance FY 2019-20 YTD Actual Yr-to-Yr Variance Full Toll Lanes 6,117,074 7,936,000 (1,818,926) (22.9%) 7,903,204 (22.6%) 3+Lanes 1,591,313 2,571,400 (980,087) (38.1%) 2,481,489 (35.9%) Total Gross Trips 7,708,387 10,507,400 (2,799,013) (26 6%) 10,384,693 !25 8%) Revenue _ _ _ Full Toll Lanes $25,970,762 $33,926,314 ($7,955,553) (23 4%) $44,359,901 (41 5%) 3+Lanes $280,928 $0 $280,928 f $284,274 (1.2%) Total Gross Revenue $26,251,690 533.926.314 $7,674,625) (22.6% 544,644,175 (41 2%) Average Revenue per Trip _ _ L_I Average Full Toll Lanes $4.25 $4.27 ($0 02) (0.5%) $5.61 (24.Z %o) Average 3+ Lanes $0 18 $0.00 $0.18 %f/B 50.11 63.6% Average Gross Revenue $3.41 53.23 $0.18 5.6% $4.30 (20.7%). • Express 1 Lanes 11 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between full toll lanes and HOV3+ lanes for FY 2020-21 on a monthly basis. FY 2020-21 Traffic Volume Overview 1 600 000 1 400.000 1 200 000 1 000 000 j 800 000 600 000 400 000 200 000 0 212,374 202,011 196,613 771,951 787,711 879,975 763,738 791,824 , 718,572 729,424 673,879 Month Jul -20 Aug -20 Sep -20 Oct -20 Nov -20 Dec -20 Jan -21 Feb -21 Mar -21 Apr -21 May -21 Jun -21 Full Ton Lanes m3+ Lanes The chart below reflects the gross potential revenue breakdown between full toll lanes and HOV3+ lanes for FY 2020-21 on a monthly basis. S5,000,000 S4,500,000 S4.000.000 S3,500,000 - 3 c S3,000,000 - m S2,600.000 S2,000,000 - S1,500,000 - S1,000,000 - FY 2020.21 Revenue Summary 536,913 r — $3,705,484 ! m3. s3 53.2130,797 13.133.295 63,343,62 53,081.096 53.109.143 62,867,125 ■Full Toll Lanes 13+ Lanes Jul -20 Aug -20 Sep -20 Oct -20 Nov -20 Dec -20 Jan -21 Feb -21 Mar -21 Apr -21 May -21 Jun -21 Month &Express Lanes 12 RCTC PEAK -HOUR VOLUMES In February, several peak -period toll rates were increased in response to traffic. Traffic volumes are being reviewed regularly and a plan is in place to monitor traffic volumes and adjust toll rates until traffic returns to pre-COVID-1 9 volumes. RCTC EASTBOUND PEAK -HOUR VOLUMES (Monday 02101121 Tuesday 02102121 Wednesday 02103121 Thursday 02104121 Friday 02105121 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOY Vol. LOS Price HOV SOV Vol. OS 1400.1500 95.30 157 820 977 C $530 178 939 1,117 D 9795 204 1048 1,252 E $1095 201 1,179 1,380 F 920.95 312 1,030 1,342 F 1500- 1600 $8,95 198 934 1,132 D $9.95 198 766 964 C 913.95 253 1000 1,253 E 913,95 273 927 1,200 D $22.95 368 1,123 1,491 F 1600.1700 $6.95 163 951 1,114 D 96.95 162 1026 1,188 D $6.95 179 932 1,111 D 97.95 193 1,166 1,359 F $12.95 238 1,019 1,257 E 1700.1800 95.30 128 782 910 C $5.30 153 968 1,121 D $5.30 190 958 1,148 D $5.30 172 924 1,096 D $795 218 1,151 1,369 F 1800.1900 94,20 156 506 662 B $4.20 223 794 1,017 D $5.30 181 808 989 C $5,30 203 822 1,025 D 9530 246 954 1,200 D 1900-2000 $2.25 90 230 320 A $2.25 108 336 444 B $2 25 114 398 512 B 92 25 143 462 605 B $225 220 731 951 C Monday 02108121 Tuesday 02109121 Wednesday 02110121 Thursday 02111121 IFriday 02112121 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOY SOY Vol. LOS 1400.1500 $5,30 195 968 1,163 D $5.30 198 952 1,150 D $795 193 1,044 1,237 E $10.95 246 1,139 1,385 F $20.95 364 1,175 1,539 F 1500-1600 98.95 253 962 1,215 E $9.95 242 984 1,226 E $13.95 260 957 1,217 E 913.95 312 1,004 1,316 F 922,95 410 1,281 1,691 F 1600.1700 $6.95 156 963 1,119 D 96.95 153 934 1,087 D 96.95 160 1,069 1,229 E 97.95 216 1,247 1,463 F 912,95 387 1,354 1,741 F 1700-1800 95.30 216 984 1,200 D $5.30 169 952 1,121 D 55.30 221 995 1,216 E $5.30 192 954 1,146 D 97.95 387 1,296 1,683 F 1800.1900 94.20 183 655 838 C 54.20 188 792 980 C 9530 258 862 1,120 D 95.30 273 984 1,257 E $5.30 357 1,009 1,366 F 190040001 92.25 110 307 417 B $2.25 127 353 480 B $2.25 126 448 574 B $2,25 178 583 761 B $2.25 266 739 1,005 D Monday 02115121 Tuesday 02116121 Wednesday 02/17121 Thursday 02118121 Friday 02119121 PM Time Price HOV SOY Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400.1500 $5 30 223 886 1,109 D 55.30 196 962 1,158 D 97.95 201 1,038 1,239 E $10 95 212 1,133 1,345 F 920.95 326 1,149 1,475 F 1500.1600 58 95 241 1,005 1,246 E $9 95 238 919 1,157 D 913.95 253 899 1,152 D 913.95 290 981 1,271 E $22 95 364 1,221 1,585 F 1600.1700 $6.95 193 821 1,014 D $6.95 170 993 1,163 D 96.95 160 1,041 1,201 E $7.95 205 1,133 1,338 F 91295 231 1,116 1,347 F 1700.1800,$530 162 650 812 C 95.30 175 950 1,125 D 95.30 196 1,044 1,240 E $5.30 176 929 1,105 D $7.95 254 1,059 1,313 F 1800.1900 $420 205 343 548 B $4 20 182 773 955 C 95.30 209 820 1,029 D $5.30 271 838 1,109 D 95,30 282 945 1,227 E 1900.2000 $2 25 114 255 369 A $2.25 120 406 526 B $2 25 134 321 455 B $2 25 157 511 668 B 9225 225 631 856 C !Monday 02122121 Tuesday 02123121 Wednesday 02124121 Thursday 02125121 Friday 02/26121 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price. HOV SOV Vol. LOS Price H0V SOV Vol. LOS Price lQy SOY Vol. LOS 1400.1500 95.30 180 925 1,105 D $5.30 175 1,027 1,202 E 9795 190 1,095 1,285 E $1095 197 1,170 1,367 F $22.95 344 1,116 1,460 F 1500.1600 $8,95 230 972 1,202 E $9.95 258 924 1,182 D 913 95 226 1,012 1,238 E 914.95 244 974 1,218 E 923.95 318 978 1,296 E 1600. 1700 $6.95 171 1,002 1,173 D $6.95 157 1,021 1,178 D $6.95 179 1,086 1,265 E 97.95 176 1,195 1,371 F $14.95 219 1,103 1,322 F 1700-1800 95.30 183 884 1,067 D 95.30 175 967 1,142 D $5.30 181 1,005 1,186 D $5.30 147 1,022 1,169 D 97.95 271 1,170 1,441 F 1800-1900 54.20 184 679 863 C $4.20 183 811 994 C 95.30 249 814 1,063 D 95.30 208 935 1,143 D 95.30 283 954 1,237 E 1900-2000 $2.25 120 321 441 B 92.25 120 410 530 B 92.25 144 427 571 B $2.25 158 527 685 B $2.25 265 810 1,075 D etExpress J Lanes 13 Eastbound PM Peak -Cawrdy Line to 1-15 South Monday 02/01121 Tuesday 02102121 Wednesday 02103121 Thursday 02104121 Friday 02105121 PM Time Price HOVAMEM I 1400-1500 95.30 115 558 673 B $5.30 94 686 780 B $5.30 99 717 816 C $5.30 103 826 929 C 65.30 140 703 843 C 1500-1600 95.30 109 787 896 C $5.30 114 576 690 B 95.30 129 839 968 C 55.30 113 790 903 C $5.30 148 821 969 C 1600-1700 52.95 68 720 788 B $5,30 89 824 913 C 95.30 94 711 805 C 55.30 95 811 906 C 9295 94 699 793 B 1700.1800 9295 72 644 716 B $2.95 107 791 898 C $2.95 105 743 848 C 95 30 88 702 790 B $295 120 766 886 C 1800.1900 S2,95 89 433 522 B $2.95 115 676 791 B 6295 100 583 683 B $2,95 117 606 723 B $2.95 119 602 721 B 1900-2000 $1.95 63 204 267 A 61 95 76 326 402 B 62.95 66 314 380 A $2,95 67 322 389 A 52.95 109 495 604 B (Monday 02108121 Tuesday 02109121 Wednesday 02110121 Thursday 02111121 Friday 02/12121 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOY Vol. LOS Pie HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400.1500 55.30 95 585 680 B 65.30 109 721 830 C S5.30 103 694 797 B $5.30 97 785 882 C S5.30 173 742 915 C 1500.1600 95.30 136 756 892 C 65.30 133 771 904 C $5,30 137 802 939 C 55.30 143 743 886 C 95.30 162 690 852 C 1600.1700 $2.95 78 692 770 B $5.30 92 840 932 C $5,30 84 756 840 C 95.30 109 835 944 C 6295 32 130 162 A 1700.1800 62,95 97 769 866 C 52.95 89 780 869 C $2.95 107 785 892 C 65.30 104 665 769 B $2.95 56 208 264 A 1800-1900 62 95 109 482 591 B 52.95 99 611 710 B 52.95 133 681 814 C $295 119 764 883 C 9295 102 356 458 B 1900-2000 51.95 59 257 316 A 91.95 82 289 371 A 62.95 91 341 432 B 92.95 92 371 463 B 6295 135 448 583 B Monday 02115121 Tuesday 02/16121 Wednesday 02117121 Thursday 02118121 Friday 02119121 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 95 30 131 482 613 B 65 30 103 669 772 B 65.30 102 707 809 C 55.30 115 772 887 C 55.30 128 809 937 C 1500.1600 95.30 146 671 817 C 95,30 106 716 822 C 95,30 145 766 911 C 95.30 133 709 842 C $5.30 134 744 878 C 1600- 1700 5295 109 596 705 B $5.30 74 760 834 C 65.30 89 707 796 B $5.30 81 796 877 C 92.95 92 461 553 B 1700.1800 $295 82 450 532 B 52.95 92 724 816 C 62.95 94 739 833 C 65.30 98 670 768 B 92,95 107 607 714 B 1800-1900 9295 107 304 411 B 5295 98 570 668 B 62 95 103 622 725 B 52.95 143 640 783 B 62.95 133 593 726 B 1900.2000 $1.95 87 174 261 A 91.95 81 331 412 B $2 95 80 314 394 A 92 95 93 331 424 B 52.95 113 429 542 B Monday 02122121 Tuesday 02123121 Wednesday 02124121 Thursday 02125121 Friday 02126121 PM Time Price HOV Sdol. LOS Price KIWI& Vol. LOS Price HOVErialtiL LOS Price HOV,NOV Vol. LOS Price HOV 1400-1500 55.30 115 623 738 B 95 30 111 772 883 C $5 30 112 775 887 C $5.30 120 789 909 C 95.30 114 767 881 C 1500-1600 65.30 127 781 908 C $5,30 125 697 822 C $5.30 132 768 900 C $5.30 117 745 862 C 65,30 136 847 983 C 1600.1700 6295 71 796 867 C 55.30 98 738 836 C 55.30 86 742 828 C 95 30 85 853 938 C 62.95 112 673 785 B 1700.1800 62.95 100 719 819 C $2.95 114 765 879 C 62.95 105 757 862 C $5.30 71 777 848 C $295 133 625 758 B 1800.1900 6295 128 496 624 B $2.95 110 658 768 B 6295 123 672 795 B 92,95 119 652 771 B $295 134 640 774 B 1900.2000 61.95 80 251 331 A 91.95 67 346 413 B $295 96 303 399 A 52.95 84 345 429 0 .62.95 132 512 644 B ■ Express 1 Lanes �4 RCTC WESTBOUND PEAK -HOUR VOLUMES Monday 02101121 Tuesday 02102121 Wednesday 02103121 Thursday 02104121 Friday 02105121 AM Time Price HOV SOV Vol. LOS Price HOV itV Vol. LOS Prlcj HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV_ _Vol. LOS 0400- 0500 55.30 179 500 679 B $5 30 172 509 681 B 55.30 176 581 757 B 55 30 187 576 763 B 52 25 140 306 446 B 0500.0600 59,95 244 821 1,065 D $9.95 296 1279 1,575 F 59.95 272 1054 1,326 E $9.95 307 1,000 1,307 E 56.95 275 767 1,042 D 0600 - 0700 $9.95 147 866 1,013 D 510.95 135 431 566 B 910.95 181 674 855 C 510.95 203 715 918 C 5695 197 1,010 1,207 E 0700.0800 $6,95 155 1047 1,202 E $6.95 165 1121 1,286 E $595 141 1042 1,183 D 56.95 180 1,029 1,209 E 55.30 147 886 1,033 D 0800. 0900 $5,30 71 704 775 B $5 30 84 754 838 C S530 101 730 831 C $5.30 81 707 788 B $2.25 90 787 877 C 0900.1000 $5.30 73 471 544 B 55.30 63 480 543 B 55.30 60 492 552 B 55.30 81 542 623 B $2 25 96 488 584 B Monday 02108121 Tuesday 02109121 Wednesday 02110121 'Thursday 02111121 Friday 02112121 AM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 0400.0500 55.30 162 515 677 B $5.30 176 534 710 B 55,30 189 572 761 B 55.30 175 567 742 0 $2.25 145 304 449 B 0500.0600 $9.95 252 784 1,036 D 59.95 366 1,270 1,636 F 59.95 285 1,060 1,345 E $9.95 300 1,031 1,331 E $6.95 279 803 1,082 D 0600.0700 $9.95 161 977 1,138 D 510,95 150 461 611 B $10,95 211 714 925 C 510.95 182 786 968 C 56.95 185 1,032 1,217 E 0700.0800 S6.95 157 1,136 1,293 E $6.95 192 1,202 1,394 F S695 176 1,194 1,370 F 56.95 176 1,133 1,309 E 95.30 145 969 1,114 D 0800.0900 55.30 91 735 826 C 55.30 114 880 994 C 5530 97 781 878 C $5.30 114 917 1,031 D 52.25 106 710 816 C 0900.1000 55.30 103 467 570 B 55.30 66 528 594 B S630 85 563 648 B S5.30 111 614 725 B $2.25 86 525 611 B (Monday 02/15121 Tuesday 02/16121 Wednesday 02117121 Thursday 02118121 Friday 02/19121 AM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS. 0400- 0500 $5.30 128 375 503 B 55 30 175 564 739 B 55.30 189 618 807 C S5.30 192 583 775 B $2.25 153 316 469 B 0500-0600 $9.95 196 521 717 B 59.95 348 1,285 1,633 F $9,95 345 1,109 1,454 F 59.95 315 1,038 1,353 F 56,95 253 896 1,149 D 0600- 0700 $9.95 97 593 690 B $10.95 172 550 722 B $10.95 202 696 898 C 510.95 209 737 946 C 56.95 188 1,053 1,241 E 0700-0800 $6.95 89 577 666 B 56.95 177 1,282 1,459 F $6,95 195 1,217 1,412 F 56.95 163 1,184 1,347 E 55.30 156 1,037 1,193 D 0800- 0900 55.30 88 466 554 B $5.30 83 1,045 1,128 D $530 100 833 933 C 55.30 108 915 1,023 D 5225 98 617 715 B 0900 - 1000 55.30 145 479 624 B 55.30 85 670 755 B $530 96 541 637 0_ $5 30 75 574 649 B 52.25 95 471 566 B IMonday 02122121 Tuesday 02123121 Wednesday 02124121 Thursday 02125121 Friday 02126121 AM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS 0400.0500 $5.30 186 535 721 B 55,30 174 562 736 B 95 30 179 663 842 C 55.30 153 707 860 C $2 25 144 348 492 B 0500.0600 $9.95 315 879 1,194 D $9.95 360 1,416 1,776 F 59.95 318 1,152 1,470 F 59.95 256 1,066 1,322 E $6 95 267 880 1,147 D 0600.0700 $9.95 181 934 1,115 D $10.95 150 514 664 B 510.95 217 776 993 C $10.95 213 766 979 C $6.95 201 1,099 1,300 E 0700. 0800 $6.95 162 1,205 1,367 F $6.95 204 1,259 1,463 F S6 95 198 1,215 1,413 F 56.95 190 1,263 1,453 F $5.30 171 1,059 1,230 E 0800. 0900 55.30 104 969 1,073 D $5.30 116 1,009 1,125 D 55 30 111 959 1,070 D 55.30 115 967 1,082 D 52.25 107 809 916 C 0900. 1000 55.30 104 558 662 B $5.30 71 667 738 B 55.30 107 723 830 C $5.30 122 635 757 B 5225 106 542 648 B Express A Lanes 15 Westbound AM Peak - I.15 North to County Line Monday 02101121 Tuesday 02102121 Wednesday 02103121 Thursday 02104121 Friday 02105121 AM Time .Price H0V_SOV Vol. LOS Price HOV SOV Vol. LOS Price -10V SOV Vol. LOS. Price &V SOV V01. LOS Price HOV SOV Vol. LOS 0400-0500 52.95 89 351 440 B $2.95 103 324 427 B 52 95 110 335 445 B S2 95 109 333 442 B S2 95 81 291 372 A 0500.0600 96.85 143 693 836 C 56.85 135 728 863 C 56.85 157 714 871 C $6.85 174 714 888 C 55.30 150 576 726 B 0600.0700 56.85 111 862 973 C $6.85 106 902 1,008 D 56.85 123 826 949 C 56.85 101 916 1,017 D 55.30 121 760 881 C 0700- 0800 56.85 84 778 862 C 56.85 105 822 927 C 5685 86 815 901 C 56-85 105 771 876 C 5295 99 774 873 C 0800 - 0900 5295 37 677 714 B 52.95 58 721 779 B $2 95 62 732 794 B 52.95 49 748 797 B 5295 66 611 677 B 0900.1000 5295 44 447 491 B 52-95 46 429 475 B 5295 56 480 536 B 5295 60 508 568 B 5295 62 483 545 B Monday 02/08121 Tuesday 02/09121 Wednesday 02/10121 Thursday 02111121 IFriday 02112/21 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 95 91 344 435 B 5295 99 339 438 B 5295 104 330 434 B $2 95 101 323 424 B 52 95 80 301 381 A 0500- 0600 $6.85 135 697 832 C 56-85 181 742 923 C 56.85 151 759 910 C S&85 173 767 940 C 55.30 159 626 785 B 0600-0700 56.85 109 890 999 C S6 85 137 826 963 C 56.85 114 860 974 C 56.85 126 916 1,042 D 55-30 105 730 835 C 0700.0800 $6 85 86 823 909 C $6.85 104 847 951 C $6.85 98 843 941 C 56.85 109 798 907 C $2 95 76 697 773 B 0800. 0900 $2.95 64 713 777 B $2,95 60 864 924 C $2.95 68 839 907 C $2.95 54 780 842 C $295 69 598 667 B 0900.1000 52.95 35 457 492 B 52.95 61 532 593 B 92.95 63 516 579 B $295 65 547 612 B 5295 96 495 591 B !Monday 02115121 Tuesday 02116121 Wednesday 02117121 Thursday 02118121 a Friday 02119121 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 95 74 246 320 A 52.95 112 361 473 B $2.95 109 343 452 B 5295 107 326 433 B 5295 83 297 380 A 0500-0600 $6 85 110 475 585 B $6,85 169 745 914 C $6.85 159 744 903 C 56 85 182 730 912 C $5.30 113 621 734 B 0600-0700 56 85 71 558 629 B 56.85 123 956 1,079 D $6 85 138 948 1,086 D 56.85 136 901 1,037 D $5,30 108 819 927 C 0700. 0800 $6 85 51 453 504 B $6.85 85 917 1,002 D $6 85 97 841 938 C $6.85 104 857 961 C $2,95 94 811 905 C 0800 - 0900 152.95 58 432 490 B 5295 66 802 868 C $295 61 815 876 C 5295 74 795 869 C 5295 76 623 699 B 0900.1000 52.95 86 414 500 B 5295 41 610 651 B $295 56 566 622 B $2.95 65 550 615 B 5295 57 469 526 B Monday 02/22/21 Tuesday 02123121 02124121 Thursday 02125121 Friday 02/26121 AM Time Prlce HOV SOV Vol. ^'Wednesday L0S- I.Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price-HOV SOV Vol LOS 0400. 0500 52.95 105 362 467 B 52.95 107 360 467 B $295 106 334 440 B 52 95 62 402 464 B 52.95 67 329 396 A 0500- 0600 $6,85 171 756 927 C 56.85 166 773 939 C 56.85 199 789 988 C 56.85 142 834 976 C 55.30 146 674 820 C 0600. 0700 96.85 141 940 1,081 D 56-85 133 969 1,102 D $6.85 154 936 1,090 D 56.85 135 945 1,080 D 55.30 114 811 925 C 0700. 0800 56.85 85 916 1,001 D 56-85 108 892 1,000 C 56.85 108 934 1,042 D $6.85 122 874 996 C $2 95 113 762 875 C 0800.0900 $2,95 61 778 839 C 5295 61 828 889 C $295 67 747 814 C 5295 61 865 926 C $295 66 645 711 B 0900-1000 5295 69 512 581 B $295 59 556 615 B $2.95 65 599 664 B $295 75 625 700 9 $295 66 513 579 B Express A Lanes 16 RCTC OPERATIONAL HIGHLIGHTS On -Road Operations RCTC Freeway Service Patrol responded to 89 calls during the month of February. Of those calls, 62 were to assist disabled vehicles, 13 calls to remove debris, and 14 were in response to accidents in the Express Lanes. 91 Express Lanes BOS Development Update In February, CUSA notified OCTA and the RCTC of a delay to the implementation of the new BOS for the 91 Express Lanes for both Orange and Riverside counties as a result of the COVID-19 pandemic. CUSA is the current operator of the 91 Express Lanes for both OCTA and RCTC and is the firm selected for the design, development and implementation of the new BOS, as well as the customer service center operation, once the current contract expires on June 30, 2021. In anticipation that the future contractor would not be able to meet the go -live date in July 2021, the OCTA Board approved an amendment to the current three -party agreement between CUSA, RCTC, and OCTA, which allowed for six one -month optional extension periods. Staff from both agencies are continuing to work with CUSA to meet the revised anticipated go -live date in October 2021. l4 Lanes 17 FINANCIAL HIGHLIGHTS RCTC RCTC 91 Express Lanes Operating Statement 1 YTD as of : YTD Variance i 2/28/2021 _] Description Actual' Budget Dollar $ Percent (%) Operating revenues: Toll Revenue $ 23,146,921.30 $ 17,169,600.00 $ 5,977,321.30 34,8 Fee Revenue 3.801.836.36 1.633,666 67 2,168,169.69 132.7 Total operating revenues 26,948,757.66 18.803.266.67 8,145,490.99 43.3 Operating expenses: Salaries and Benefits 400,241.92 450,333.33 50,091.41 11.1 Legal Services 69,577.28 233,333.33 163,756.05 70.2 Advisory Services 40,606.95 50,000.00 9,393.05 18.8 Audit and Accounting Fees 31,550.00 24,000.00 (7,550.00) (31.5) Service Fees 1,541.32 13,333.33 11,792.01 88.4 Other Professional Services 323,854.09 1,747,333.33 1,423,479.24 81.5 Lease Expense 166,195.26 326,800.00 160,604.74 49.1 Operations 1,042,103.78 1,991,333.33 949,229.55 47.7 Utilities 18,211.28 54,400.00 36,188.72 66.5 Supplies and Materials 4,081.21 20,000.00 15,918.79 79.6 Membership and Subscription Fees 28,281.50 20,000.00 (8,281.50) (41.4) Office Equipment & Fumiture (Non -Capital) 4,706.87 10,000.00 5,293.13 52.9 Maintv..o..�./Repairs 73,0084.94 243,400.00 170,315.06 70.0 Training Seminars and Conferences (720.00) 1,533.33 2,253.33 147.0 Transportation Expenses - 2,666.67 2,666.67 100.0 Lodging - 2,333.33 2,333.33 100.0 Meals - 333.33 333.33 100.0 Other Staff Expenses - 333.33 333.33 100.0 Advertising 4,611.25 183,333.33 178,722.08 97.5 Program Management 45,444.70 110,733.33 65,288.63 59.0 Program Operations 4,770,021.51 5,757,133.33 987,111.82 17.1 Litigation Settlement - - - N/A Fumiture & Equipment - 203,333.33 203,333.33 100.0 Improvements - .. - N/A Bad Debt Expense 17.64 - (17.64) N/A Total operating expenses 7.023.411.50 11,446,000.00 4,422,588.50 38.6 Operating income (loss) 19,925,346.16 I 7,357,266.67 12,568.079.49 170.8 Nonoperating revenues (expenses): Interest Revenue 467,744.10 461,266.67 6,477.43 (1.4) Other Miscellaneous Revenue 52,431.71 66.67 52,365.04 (78,547.6) Interest Expense (14,782,117.78) (4,746,600.00) (10,035,517.78) 211.4 Total nonoperating revenues(expenses) (14,261;941.97) (4,285,266.67) (9,976,675.30) (232.8) 'Transfers In - - - N/A Transfers Out (489,200.00) (63,533.33) 194,333.33 (28.4) Net income (loss) $ 5,174,204.19 $ 2,388,466.67 1 $ 2,785,737.52 1 116.6 1 Unaudited +r Express ■ Lanes 18 JOINT AGENCY TRIP AND REVENUE STATISTICS MULTI AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING February 28, 2021 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 569,791 356,433 63% $1,590,557 RCTC 495,520 356,433 72% $1,574,523 I -15 205,500 151,129 74% $601,428 McKinley 290,020 205,304 71% $973,096 Eastbound OCTA 603,827 367,359 61% $2,232,569 RCTC 495,148 367,359 74% $1,805,540 I -15 187,408 147,392 79% $502,379 McKinley 307,740 219,967 71% $1,303,160 JOINT AGENCY TRAFFIC STATISTICS Joint Agency Traffic Statistics 700,000 600,000 500,000 400,000 300,000 200,000 100,000 72% ■ • 7/196 OCTA RCTC OCTA RCTC Westbound Eastbound a OCTA Transactions f RCTC Transactions of OCTA Transactions Using Both Segments % of RCTC Transactions Using Both Segments elf � ress I anpes 19 JOINT AGENCY PERFORMANCE MEASURES REPORTING REQUIREMENT Reporting Period PERFORMANCE STANDARD Feb -21 Performance CUSTOMER SERVICE Call Wait Time Abandon Rate Customer Satisfaction VIOLATION PROCESSING Response Time CUSA Violation Collection Rate CUSA Violation Collection Rate TRAFFIC OPERATIONS Initial & Secondary Reviews * Rate Misread Errors CAS Response Time ACCOUNTING OCTA Exceptions RCTC Exceptions INFORMATION TECHNOLOGY Back -office System Uptim Monthly M onthly CUSA = Cofiroute USA; CAS= OCTA Custo mer A ssistance Specialists ' Plate M isread Error performance is current after a 60 -day hold -back period; therefo re, percentage reported here is for 2 months prio r to the mo nth of this report M ontHy M ontHy Monthly Not to exceed 2 minutes No more than 4.0% At least 75 outbound calls Monthly Wdhin 2 business days of receipt Quarterly 70% or more Amually 74% or more M or6Ny MortI y McMty Equal to or less than 15 days Equal to or less than 0.4% 0:20 (minutes) per call Monthly No mole than 3 Monthly No more than 3 Network Uptirre 1:43 2.3% 75 0.6 1.0 0.02% 0:08 0 99% Availability 99% Availability JOINT AGENCY TRANSPONDER DISTRIBUTION 100% 100% February -21 - Tags °, f Tota Average To -Date Issued To New Accounts Additional Tags to Existing Accounts Replacement Transponders Returned Account Closures Accounts Dow nsizing Defective Transponders Total Issued Total Returned 442 9 4 455 r 9 173 100.0% 4.198 173 4,239 97.1% 2.0% 0.9% 662 15 10 687 96.4% 2.2% 1.4% 0.8% 0.2% 99.0% 24 0 2,492 2.517 1.0% 0.0% 99.0% 6C TRANSPONDER DISTRIBUTION February -21 January -21 FY2020-21 Tags 'To of I otal I ags 1% of Total Average To -Date Issued To New Accounts Additional Tags to Existing Accounts Replacement Transponders Total Issued 53,930 18 0 53,948 100.0% 0.0% 0.0% 14,802 99.9% Ir 13,978 17 0.1% r 20 0 0.0% 2 14,819 13,999 99 8% 0.1% 0.0% Returned Account Closures Accounts Dow nsizing Defective Transponders Total Returned Express 1 Lanes 20 At the end of February 2021, the 91 Express Lanes had 150,252 active customer accounts and 465,201 transponders classified as assigned. Number of Accounts by FY As of February 28, 2021 160,000 140,000 - 120,000 116,813 119,782 - 114,138 112,584 112,473 112,929 113,672 100,000 - 80,000 - 60,000 - 40,000 - 20,000 - 130,048 148,054 149,803 150,252 ti� titi titi ti� tiR 7 y0 ,yti , - of P ,LO ,ti0 ,y0 ,L� � ,y0 ,ti0 ,ti0 ,LO ,LO ,LO Fiscal Year Incoming Email Activity During February, the Anaheim Processing Center received 3,455 emails. Operational Activity Amid concerns about the spread of COVID-19 and following the Governor's guidance to help reduce its spread, the 91 Express Lanes Customer Walk -In Center was closed in March 2020 and will remain so until further notice. Operational activities in the Anaheim and Corona locations continued to function with a combination of remote workers and core staff located at the facilities. Core essential functions include aiding stranded motorists, providing incident management services, and dispatching emergency vehicles through the traffic operations center. The call center remains open to respond to customer service and violation calls. Express Lanes 21 ATTACHMENT B Orange County Transportation Authority OCTA Riverside County Transportation Commission Ift Express Lanes Status Report March 2021 As of March 31, 2021 Table of Contents Operations Overview OCTA 3 Traffic and Revenue Statistics for OCTA 3 OCTA Traffic and Revenue Summary 5 OCTA Eastbound Peak -Hour Volumes 6 OCTA Westbound Peak -Hour Volumes 7 OCTA Operational Highlights 8 Financial Highlights OCTA 9 Operations Overview RCTC 9 Traffic and Revenue Statistics for RCTC 10 RCTC Traffic and Revenue Summary 12 RCTC Peak -Hour Volumes 13 RCTC Eastbound Peak -Hour Volumes 13 RCTC Westbound Peak -Hour Volumes 15 RCTC Operational Highlights 17 Financial Highlights RCTC 18 Joint Agency Trip and Revenue Statistics 19 Joint Agency Traffic Statistics 19 Joint Agency Performance Measures 20 Joint Agency Transponder Distribution 20 Incoming Email Activity 21 Operational Activity 21 etExpress 1 Lanes 2 r Total traffic volume on the 91 Express Lanes for March 2021 was 1,426,041. This represents a daily average of 46,001 vehicles. This is a 57.5 percent increase in total traffic volume from the same period last year, which totaled 905,400 and was the first month of the State of California's stay-at-home orders due to the coronavirus (COVID-19) pandemic. Potential toll revenue for March was $4,573,327, which represents an increase of 56.8 percent from the prior year's total of $2,916,062. Carpool percentage for March was 20.2 percent as compared to the previous year's rate of 22.7 percent. Traffic volumes remain lower than pre-COVID-19 levels but are beginning to improve as Southern California counties enter into less restrictive tiers of the State's Blueprint for a Safer Economy plan. Month -to -date traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the Orange County Transportation Authority (OCTA) 91 Express Lanes and associated potential revenue for the month of March 2021. Current Month -to -Date (MTD) as of March 31, 2021 Trips Mar -21 MTD Actual Mar -20 MTD Actual Yr-to-Yr ok Variance Full Toll Lanes 1,138,068 700,041 62.6% 3+ Lanes 287,973 205,359 40.2% Total Gross Trips 1,426,041 905,400 57.5% Revenue Full Toll Lanes $4,526,675 $2,871,629 57.6% 3+ Lanes $46,652 $44,433 5.0% Total Gross Revenue $4,573,327 $2,916,062 56.8% Average Revenue per Trip Average Full Toll Lanes $3.98 $4.10 ;2 9%) Average 3+ Lanes $0.16 $0.22 ?7 3%) Average Gross Revenue $3 21 $3.22 ,n'o' • Express J Lanes 3 The 2021 fiscal year-to-date traffic volume decreased by 17.1 percent and potential toll revenue decreased by 11.8 percent, when compared with the same period last year. Year-to-date average revenue per trip is $3.25. 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 months of July 2020 through March 2021. Fiscal Year (FY) 2020-21 Year -to -Date as of March 31, 2021 Trips FY 2020-21 YTD Actual FY 2019-20 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 8,292,733 9,492,781 (12.6%) 3+ Lanes 2,270,302 3,251,508 Total Gross Trips 10,563,035 12,744,289 17 1'/i 1 Revenue Full Toll Lanes $33,887,172 $38,317,770 3+ Lanes $434,291 $592,798 Total Gross Revenue 1 $34,321,463 $38,910,567 Average Revenue per Trip Average Full Toll Lanes $4.09 $4.04 1.2% Average 3+ Lanes $0.19 $0.18 5.6% Average Gross Revenue $3.25 $3.05 6.6% Express 1 Lanes 4 OCTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between full toll trips and high -occupancy vehicle (HOV3+) trips for FY 2020-21 on a monthly basis. FY 2020-21 Traffic Volume Overview E 0 1,600,000 - 1,400,000 - 1,200,000 1,000,000 - 800,000 - 600,000 400,000 200,000 - 0 246,847 929,879 1,04-8,523 230,637 212,829 832,236 899,004 919,568 886,050 852,110 793.293 Jul -20 Aug -20 Sep -20 Oct -20 Month ■ Full Toll Lanes 1,138,088 ■3+ Lanes J Nov -20 Dec -20 Jan -21 Feb -21 Mar -21 Apr -21 May -21 Jun -21 The chart below reflects the gross potential revenue breakdown between full toll trips and HOV3+ trips for FY 2020-21 on a monthly basis. $5,000,000 $4,500,000 $4,000,000 $3,500,000 9 • $3,000,000 d re $2,500,000 $2,000,000 $1,500,000 $1,000,000 FY 2020-21 Revenue Summary w $4,526,67 54,269,601 $3,770,761 53,779,098 53,673,371 53,619.797 ,476,583 53,488,629 53,282,650 Jul -20 Aug -20 Sep -20 Oct -20 Nov -20 Dec -20 Jan -21 Feb -21 Mar -21 Apr -21 May -21 Jun -21 Month ■ Full Toll Lanes i3+ Lanes • Express I Lams 5 OCTA EASTBOUND PEAK -HOUR VOLUMES Peak -hour traffic in the eastbound direction reached or exceeded 90 percent of defined capacity 11 times during the month of March 2021. As demonstrated on the next chart, westbound peak -hour traffic volumes top out at 78 percent of defined capacity. EASTBOUND WEEKDAY PEAK VOLUME: Monday 03101121 Tuesday 03102121 Wednesday 03103121 Thursday 03104121 Friday 03105121 PM Time Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. 1400-1500 55.15 323 2,319 68% 55.15 372 2,896 85% $5.15 294 2,667 78% 56.95 400 3,078 91% 58.10 523 2,982 88% 1500 - 1600 $5.50 457 2,946 87% 55 25 459 2,808 83% 57.25 404 2,523 74% $7.25 498 2,667 78% 57.65 545 3,252 96% 1600-1700 S4.85 332 2,965 87% 55.00 314 2,967 87% 57.00 278 2,631 77% 56.80 363 3,244 95% S7.95 364 2,455 72% 1700 - 1800 $4.80 377 2,956 87% 54.90 355 2,835 83% $5 90 309 2,479 73% $7,20 301 2,522 74% 96.55 409 2,759 81% 1800-1900 65.50 413 2,024 60% 53,95 487 2,602 77% 53.95 318 1,684 50% $4.35 505 2,679 79% S6.55 564 2,686 79% 1900- 2000 53.85 278 1,062 31% $3.85 329 1,315 39% 53.85 227 994 29% $5 60 404 1,566 46% S6.05 514 1,945 57% Monday 03108121 Tuesday 03109121 Wednesday 03110121 Thursday 03111121 Friday 03112121 PM Time Price HOV Vol. Cap. Price HOV Vol. Cap. Prim HOV Vol. Cap. Pdce HOV Vol. Cap. Price HOV Vol. Cap. 1400- 1500 $5.15 341 2,610 77% 55.15 368 2,878 85% $5.15 325 2,549 75% 96 95 384 2,945 87% 5810 465 2,951 87% 1500-1600 65.50 471 2,982 88% 55,25 471 2,835 83% 57.25 416 2,762 81% 5725 490 2,897 85% 57.65 496 3,319 98% 1600-1700, $4.05 326 2,9G4 87% 55.00 327 2,903 85% $7.00 274 2,633 77% $6.80 351 3,365 99% 97.95 127 742 22% 1700 - 1800 $4.80 358 2,893 85% 64.90 365 3,001 88% 55.90 311 2,510 74% 97 20 275 2,210 65% S6 55 397 2,255 66% 1800-1900 55.50 444 2,293 67% $3,95 505 2,745 81% 53.95 364 1,850 54% $435 405 2,131 63% 96.55 595 2,844 84% 1900-2000 53.85 322 1,232 36% 53.85 367 1,588 47% $385 261 1,005 30% $5.60 332 1,243 37% 96.05 497 2,069 61% Monday 03115121 Tuesday 03116121 Wednesday 03117121 Thursday 03118121 Friday 03/19/21 PM Time Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV -VII, Cap.- . PricyHOV Vol. Cap. Price HOV Vol. Cep. 1400- 1500 5515 307 2,261 67% $5 15 345 2,826 83% $5.15 373 3,034 89% 56.95 389 3,239 95% $810 427 2,647 78% 1500- 1600 55.50 302 1,926 57% 95.25 473 2,659 78% 57.25 463 2,851 84% $7.25 509 2,734 80% $7.65 423 2,515 74% 1600- 1700 S4.85 327 2,586 76% 55.00 311 2,883 85% 57.00 317 2,857 84% 56 80 351 2,737 81% 57.95 305 1,874 55% 1700- 1800 54.80 300 2,748 81% 84.90 319 2,806 83% 55.90 358 2,883 85% $7.20 321 2,483 73% $6.55 371 2,340 69% 1800-1900 55.50 307 1,745 51% 53,95 444 2,864 84% 53.95 436 2,745 81% 64.35 456 2,985 88% 56.55 601 2,860 84% 1900-2000 $3.85 272 1,098 32% 53.85 313 1,506 44% $3.85 332 1,562 46% 65.60 397 1,892 56% $605 490 2,123 62% Monday 03122121 Tuesday 03123/21 Wednesday 03124121 Thursday 03125121 Friday 03126/21 PM Time i _ , Cap. Pike HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. _ Cap _Prl. HOV __VoL_ Cap. 1400-1500 $5.15 388 2,663 78% 65.15 375 2,998 88% 55.15 446 3,183 94% 56.95 429 3,233 95% $8.10 472 2,768 81% 1500-1600 S5.50 434 2,818 83% 95,25 487 2,780 82% S7.25 461 2,828 83% $7.25 509 2,726 80% 57.65 573 3,413 100% 1600-1700 64.85 333 2,867 84% 95.00 322 2,855 84% $7.00 297 2,799 82% 56.80 429 3,443 101% 6795 387 2,604 77% 1700 - 1800 54.80 404 3,059 90% 94,90 356 2,927 86% 65.90 358 2,846 84% $7.20 354 2,512 74% 66.55 427 2,755 81% 1800-1900 55.50 341 2,089 61% 63.95 443 2,617 77% $3.95 514 2,910 86% $4,35 415 2,612 77% 56.55 458 2,373 70% 1900-2000 $3.85 313 1,264 37% 93.85 361 1,455 43% 63.85 365 1,620 48% $5.60 373 1,565 46% 66.05 513 1,945 57% Monday 03129121 Tuesday 03130121 Wednesday 03131121 Thursday 04101121 Friday 04102121 PM Time Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV Vol. Cap. 1400-1500 95.15 428 2,628 77% $5 15 388 2,722 80% 65.15 433 3,024 89% 1500-1600 65.50 470 2,864 84% $525 538 2,860 84% 57.25 564 2,774 82% 1600-1700 64.85 369 2,873 85% $5,00 322 2,827 83% 97.00 316 2,526 74% 1700-1800 8480 367 2,890 85% 54.90 396 2,989 88% 95.90 393 2,810 83% 1800-1900 $5,50 413 2,205 65% 53,95 501 2,739 81% 53.95 573 2,882 85% 1900 - 2000 $3.85 387 1,454 43% $3,85 354 1,500 44% $3.85 540 2,129 63% &Express Lanes 6 OCTA WESTBOUND PEAK -HOUR VOLUMES W ESTEEM ND W EEICL'A Y P EA K VOLUM E N :s -,Iii 03101121 T:C4:di 0302'21 'iV i1 C:K0521 TrIllr34.3f 0354121 Fr 751 0705121 Al TIPP MO HOY Vd. Cap Pik* 110V WI. Cap- Pith IlOV Vol Cap Prim HOY Vol. Cap Rio HOY Vol Cap 04C0- 3503 53.Ca 394 1.442 42`.6 $505 386 1:4-32 4::5:6 $3.45 356 1,397 41'6 53.06 594 1;132 41% 53.CL5 316 1,5153 552% 093- 5:5:0 $4.93 530 2,139 62% 5456 629 2542 7e5 $4.95 543 1,316 65% 5495 5E6 2,419 7146 54.77 507 2!:48 60% %5051- 0703 55.15 572 2,5€6 52% $5 15 5323 1,355 33>6 55.15 252 1.794 53% $5.15 3.13 1,_952 56% 5495 2555 2,073 61% 0X13-3501 $5.65 :316 2164 53% 5555 314 2233 65% 53.55 214 1979 5546 5565 294 2,197 65% $5.50 277 2;062 61' CIAO- C9:4 55.15 191 1,95 57% 5515 195 2!077 51% 53 15 144 1,603 47% 5515 195 1,952 57% 54.95 193 1,635 54% 59:0-10:0 54.10 1711 1,551.' 4's St 10 152 1,310 53% 54.10 125 1,311 39% 54.10 144 1,722 51% 54.10 196 1,913 47% 11 artlzi 0310021 'li i' 63.5021 ' 7£-]1 iaszti 05151'21 TrIllriffif WW1 Friary 0712"21 All V* Pilo 11011 Vd- CNa. Price HOY Wl C$ Prim 17[]5 vol._ C$ Pao IIOV Vol. Can Rio HOY Vol. Cap Nat- %OD 53.46 392 1,413 42% 55 05 595 1:4 42% 5.=.46 5155 1,45 44% 53.54 411 1,519 45`9 53.50 395 1.059 59 325.6 OSX'-0507 5445 356 2,242 672% 54.95 621 2632 77% 54.95 =25 2.402 63% 54.95 349 221:9 65% 5470 461 2,017 59% 46)1-0700 55.15 514 2.112 62% 551.3 259 1.95 53% 55.13 255 1,615 45% $5.15 236 1.759 52% 5495 277 1,565 58% 07}0- 41157 55.65 3459 2,10 55% $563 293 2:199 65'.6 $5.63 25; 1,591 55% 5565 215; 1539 59% 5 .37 241 1;955 55% 054(1- 09:0 55.15 171 1.52 55% $515 195 1,953 565:6 55, 15 163 1.559 5]96 55.15 191 1,521 54% 5495 301 1,558 55% 0933- 14 3 54.10 137 1.314 39% 5410 175 1.707 SCF6 51.10 135 1x'96 35'6 5410 1215 1245 37% 34.10 175 15"35 4553 lE Oal1YJ 0515471 Tuesday 03"15'21 'A's3 iaaay 0517121 Thmaaay 03115121 Fr. , 0715421 AM TIM • Rio HO/ M. C. .. RIM HMV Val. Cap. Rite NM vol. Cap. . Pao WV Val. Cap Rio 1101 Vol. Cap 0433- 050:1 $3.55 431 1,x69 4096 $340 390 1397 4153 $3 05 413 1457 43% $3.05 591 1;554 44% $3.05 532 1;075 32% 415401- 5153 5196 491 1.907 5553 5495 64 25:3 75''6 $495 `f7 2:451 72.0 51,E 544 2.471 7j3t 54.70 472 1574 55% 4190.-'- 5797 $5.15 263 1,801 55% 55 15 M1 1.655 4953 $5 15 529 1,541 57% 5515 335 21741 6)% 5495 317 2;565 6153 0700- r4 i of 55.65 245 1,752 52% o 5565 61 2,155 62% 55 65 9 22~14 6553 5555 509 2.161 6453 5550 316 2.,!3x1 59% 455-0- 0930 55.15 159 1,839 54% 5515 1512 2.137 53% $5. 15 179 2,2,14100 67% $51:5 115 2an 033 5495 214 1,5:4 53% 0933- 1445 $4.10 165 1 519 45% 57.10 129 1521 48% $4.10 166 1:705 50% 5410 154 1677 55`.6 5410 184 1351 40% llo dae 052221 Tuer.ar, :3,2:21 woomodze 0521121 Thurroai 3325'2! Frsn1 0.126121 All Tar Rio HOY Vd. Cap. Prior NOV WI. Cap. Ptke IIOV Vol. C7µ Poo :r0V Vol Cap Rio NOV Vot Cap 04C{X-5603 $5.05 314 1,Z6 37% 5346 375 1,156 355.6 $3.46 354 1.256 35% $3.03 365 1,327 3953 $3.05 :931 979 23% 0533- 0930 $1.95 522 2, 130 E4% 55495 575 2:312 69% 54.95 6'21 2423 1 % 5495 632 2292 6 % 5470 466 2,033+4 60% CeX,-0 00 $5..15 349 2,343 69% 5515 353 22255 66173 $5.15 316 2!378 6153 55.15 393 2,137 6353 5495 227 1,645 6453 0744.3-41`+03 55!65 315 2::53 59% 5555 321 2,:235 65% 55 60 234 2285 67% $5.64 ::;29 2251 67% 5550 313 1;993 59% 033} - 0903 55.15 222 2,033 61% 5515 215 2,595 6255 53 15 2:5 279 61% 55.15 231 1988 5553 595 232 1;5521 48% 1.14x- 1403 54.10 3333 1,831 54% 5410 226 1,956 5586 54 10 232. 1655 5556 54.10 176 1,670 49% 54.10 217 1527 45% 31 Mail 931211'21 TSES114 031361'21 'A'7.]r14432i 0331121 Thursday UMW' Framer 050871 All1S1r- Rio BOY V. Cap. Para HCV Wl Cap. PON MN VOL C7µ Pad HOV Val. Cap Rio HOY Val Cap 040.1- 351253 5305 � 1,06S 3153 5305 3E8 1,155 3456 $3.05 370 1;15- 3346 05_0- C6:0 $4.S6 556 2Z40 6153 5495 6C6 2,3 7% 54.95 3 56 2,155 5346 4►021- 07003 $5.15 337 2,150 5446 5515 353 2X- 67.1:, $5. 15 548 2x'+4 67E43 073} - 09}} $5.55 317 2,155 5453 55 55 299 2,191 6446 $5.65 5:4 2,1.E 63% 031X-0;00 55.15 233 2,50.1 59% $5515 214 2,025 60% 55.15 255 2!044 6356 593}- 13:C1 54.10 242 1,754 52% $410 210 1.653 553 54, 10 540 2:5~55 6153 r, Express 1 Lanes 7 OCTA OPERATIONAL HIGHLIGHTS On -Road Operations OCTA customer assistance specialists (CAS) responded to 114 calls during the month of March. Of those calls, 89 were to assist disabled vehicles and 15 calls to remove debris. The CAS provided assistance to ten accidents in the Express Lanes with four of those accidents originating in the State Route 91 general purpose lanes. 91 Express Lanes Back -Office System (BOS) Development Update In February, Cofiroute USA, LLC (CUSA) notified OCTA and the Riverside County Transportation Commission (RCTC) of a delay to the implementation of the new BOS for the 91 Express Lanes for both Orange and Riverside counties as a result of the COVID-19 pandemic. CUSA is the current operator of the 91 Express Lanes for both OCTA and RCTC and is the firm selected for the design, development, and implementation of the new BOS, as well as the customer service center operation, once the current contract expires on June 30, 2021. In anticipation that the future contractor would not be able to meet the go -live date in July 2021, the OCTA Board of Directors (Board) approved an amendment to the current three -party agreement between CUSA, RCTC, and OCTA, which allowed for six one -month optional extension periods. Staff from both agencies are continuing to work with CUSA to meet the revised anticipated go -live date in October 2021. 91 Express Lanes Toll Entrance Gantries Infrastructure Project Update OCTA entered into an agreement with the California Department of Transportation (Caltrans) to provide construction and construction management services for the 91 Express Lanes Toll Entrance Gantries Infrastructure Project. This project entails constructing new toll gantries infrastructure at the three entrances of the OCTA 91 Express Lanes. In March, Caltrans advertised the project with project award anticipated for May. Upon completion of the Infrastructure Project, Kapsch TrafficCom USA, Inc., the toll lanes system integrator for the 91 Express Lanes, will install new Electronic Toll and Traffic Management system equipment onto the new gantries. elkExpress Lanes 8 FINANCIAL HIGHLIGHTS OCTA 91 Express Lanes 0 •eratin . Statement YTD as of : 3/31/2021 YTD Variance Description Actual (1) Budget 111 Dollar 5 1 Percent (%) Operating revenues: Toll Revenue 5 31,349,484.03 $ 23,970,376.00 5 7,379,108.03 30 8 Fee Revenue 4.034.220.14 1.606.333.00 2.427 887.14 151.1 Total operating revenues 35.383.704.17 25.576.709.00 9.806.995 17 38.3 Operating expenses: Contracted Services 5,005,032.51 5,397,840.00 392,807.49 7.3 Administrative Fee 2.247.435.00 2,341,314.00 93.879.00 4.0 Other Professional Services 866,542.62 2,561,568.00 1,695,025.38 66.2 Credit Card Processing Fees 730,405.19 690,480.00 (39,925.19) (5.8) Toll Road Account Servicing 463.634.40 442,740.00 (20,894.401 (4 7) Other Insurance Expense 750.964.03 762,425.00 11,460.97 1 5 Toll Road Maintenance Supply Repairs 121.823.73 2,028,540.00 1,906,716.27 94.0 Patrol Services 592,835.57 782,167.00 189,331.43 24.2 Building Equipment Repairs and Maint 611,833.24 1,081,081.00 469,247.76 43.4 6C Transponders - 187,500.00 187.500.00 100.0 Other Services ``'' (983:780.32) 46,815.00 1,030,595.32 2,201.4 Utilities 41 004.24 86.220.00 45,215.76 52.4 Office Expense 9.911.50 73.473 00 63,561.50 86.5 Bad Debt Expense 131.662.22 - (131,662.22) NIA Miscellaneous ic6 39.080.74 117.414 00 78,333.26 66.7 Leases 357.817.17 363.500.0❑ 5,782.83 1 6 Total operating expenses 10,986 201.84 ' 16,963,177.00 1. 5,976,975.16 35.2 Depreciation and Amortization .(2) 3.401.932.75 - (3,401.932.75) NIA Operating income (loss) 20.995.569.58 8 613.532 00 f 12,382,037.58 143 6 Nonoperating revenues (expenses)_ Reimbursement from Other Agencies 389,046.66 937.500.00 (548,453.34) (58.5) Interest Income 3,347,529.24 1,103,616.00 2,243,913.24 203.3 Interest Expense ' (3,220,274.77)r` (3.299.211.00) 78.936.23 2.4 Other 46208 - 462.08 N/A Total nonoperating revenues (expenses) 516.763 21 (1.258.095 00) 1.774.858 21 141.1 Transfers In - - - WA Transfers Out (4) (3.233.476.22) (33.680.300 00) 30.446.823.78 90 4 Net income (loss) I 5 18.278.855 57 1 5 {2s,324.853.uu}I 5 aa.evs. . 'Actual 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. =Miscellaneous expenses include: frond Insurance Costs, Bank Sereice Charge, Transponder Materials. Depreciation and amortization are nat budgeted. items. 'Transfers Out For ? 2 Project I and Project J expense reimbursements. 'Litigation settlement was accrued, the negative will be offset once the litigation payment is issued. Capital Asset Activity During the nine months ending March 31, 2021, capital asset activities included $11,453 for the replacement of the air-conditioning units for the eastbound toll plaza, $810,223 for the BOS replacement project, and $2,491,662 for payment of 6C implementation costs for the Electronic Toll and Traffic Management system cfr. Express Lanes 9 OPERATIONS OVERVIEI Total traffic volume on the 91 Express Lanes for March 2021 was 1,230,614. This represents a daily average of 39,697 vehicles. This is a 52.2 percent increase in total traffic volume from the same period last year, which totaled 808,527 and was the first month of the COVID-19 stay-at-home order. Potential toll revenue for March was $4,147,141, which represents an increase of 13.4 percent from the prior year's total of $3,656,203. Carpool percentage for March was 19.2 percent as compared to the previous year's rate of 21.6 percent. Traffic volumes remain lower than pre-COVID-19 levels but are beginning to increase as Southern California counties enter less restrictive tiers of the State's Blueprint for a Safer Economy plan. Month -to -date traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the RCTC 91 Express Lanes and associated potential revenue for the month of March 2021. Current Month -to -Date as of March 31, 2021 Trips MAR -21 MTD Actual Stantec MTD Projected # Variance % Variance MAR -20 MTD Actual Yr-to-Yr % Variance Full Toll Lanes 994,294 1,073,671 (7 4%) 633,701 56.9% 3+Lanes 236,320 351,057 (114,737) ;327%) 174,826 35.2% Total Gross Trips 1,230,614 1,424,729. (194,115) (13 6%) 808,527 52.2% - — — Revenue ii Full Toll Lanes $4,107,544 $4,687,171 ($579,628) (12 4%) $3,632,038 13.1% 3+ Lanes $39,597 $0 $39,597 97,.0,:e4 $24,165 63.9% Total Gross Revenue $4,147,141 $4,687,171 ($540,030) (11.5%) $3,656,203 13.4% Average Revenue per Trip (5 5%) Average Full Toll Lanes $4.13 $4.37 ($0.24) $5.73, (27.9%) Average 3+ Lanes $0.17 $0.00 $0.17 Jf// j . $0.14 21.4% Average Gross Revenue $3.37, $3.29 $0.08 2.4% $4.52 (25,4%) etExpress 1 Lanes 10 The 2021 fiscal year-to-date traffic volume decreased by 20.1 percent and potential toll revenue decreased by 37.1 percent, when compared with the same period last year. Year-to-date average revenue per -trip is $3.40. Fiscal year-to-date traffic and revenue data are summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the RCTC 91 Express Lanes and associated potential revenue for the months of July 2020 through March 2021. FY 2020-21 Year -to -Date as of March 31, 2021 Trips FY 2020-21 YTD Actual Stantec YTD Projected # Variance % Variance FY 2019-20 YTD Actual Yr-to-Yr % V 24 Full Toll Lanes 7,111,368 9,009,671 (1,898,303) (21.1%) 8,536,905 (16,7%) 3+Lanes 1,827,633 2,922,457 (1,094,824) (37.5%) 2,656,315 (31.2%) Total Gross Trips 8,939,001 11,932,129 (2,993,128 25,1%) 11,193,220 (20,1% Revenue Full Toll Lanes $30,078,305 $38,613,486 ($8,535,180) (22.1%) $47,991,940 (37 3%) 3+ Lanes $320,525 $0 $320,525 . /4 $308,439 3.9% Total Gross Revenue $30,398,831 $38,613,486 ($8,214,655) (21 3%) $48,300,379 (37.1%) Average Revenue per Trip .. fft Average Full Toll Lanes $4.23 $4.29 ($0,06) (1 4%) $5.62 (24.7%) Average 3+ Lanes $0 18 $0.00 $0.18 /4 $0.12 50.0% Average Gross Revenue $3.40 $3.24 $0.16 4.9% $4.32 (21 3%) i Express i Lanes 11 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between full toll lanes and HOV3+ lanes for FY 2020-21 on a monthly basis. FY 2020-21 Traffic Volume Overview 1 600 000 1 400 000 1 200 000 1,000.000 o 800,000 • 0 600.000 • 400.000 - 200,000 - 0 - Jul -20 196,613 212,374 202,011 222,865 +' 203,528 , 198,844 183,901 171,177 236,320 771,951 787,711 879,976 763,738 791,824 718,572 729,424 673,879 994,294 Aug -20 Sep -20 Oct -20 Nov -20 Dec -20 Jan -21 Feb -21 Mar -21 Apr -21 May -21 Jun -21 Month I ■Full Toll Lanes 13+ Lanes The chart below reflects the gross potential revenue breakdown between full toll lanes and HOV3+ lanes for FY 2020-21 on a monthly basis. S5.000 000 S4 500 000 S4,000000 S3 500,000 > 83 000,000 cc 82,500.000 - FY 2020-21 Revenue Summary S2 000.000 - 51,500,000 - S1.000 000 - $3,705.484 $4,107, $3.450.193 $3.280,797 $3,133,295 $3.343.629 S3,081,096 $3,109,143 $2,867,125 Jul -20 Aug -20 Sep -20 Oct -20 Nov -20 Dec -20 Jan -21 Feb -21 Mar -21 Apr -21 May -21 Jun -21 Month ■Full Toll Lanes ■3+Lanes etExpress A Lanes 12 RCTC PEAK -HOUR VOLUMES In March, there were no toll rates adjusted in response to traffic. Traffic volumes are being reviewed regularly, and a plan is in place to monitor traffic volumes and adjust toll rates until traffic returns to pre-COVID-19 volumes. RCTC EASTBOUND PEAK -HOUR VOLUMES Eastbound PM Peak - County Line to Mc Kinle Monday 03101121 Tuesday 03102121 'Wednesday 03103121 Thursday 03104121 Friday 03105121 PM Time Price HOV SOV _Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS 1400.1500 $530 163 933 1,096 D $5.30 185 1133 1,318 F 87.95 158 971 1.129 D 010.95 208 1,167 1,375 F $22.95 341 1,164 1,505 F 1500.1600 $8.95 248 992 1,240 E $9.95 249 973 1,222 E $13.95 199 798 997 C $1495 271 930 1,201 E $23.95 313 1,198 1,511 F 1600-1700 $6,95 183 1042 1,225 E $6.95 153 1070 1,223 E $6.95 136 922 1,058 D $7.95 200 1,221 1,421 F $14.95 322 1,308 1,630 F 1700-1800 95.30 187 1012 1,199 D 95.30 184 1008 1,192 D 95.30 148 778 926 C $5.30 180 995 1,175 D $7.95 325 1,116 1,441 F 1800-1900 $4.20 179 647 826 C $4.20 203 853 1,056 D 95.30 159 486 645 B $5,30 188 903 1,091 D 5530 343 1,010 1,353 F 1900-2000 $2.25 124 332 456 B $2,25 145 452 597 B $2.25 99 290 389 A $225 166 565 731 B $225 252 783 1,035 D (Monday 03108121 Tuesday 03109121 Wednesday 03110121 Thursday 03111121 Friday 03112121 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 J 1400.1500 $530 179 1,011 1,190 D $530 203 1,120 1,323 F 5795 184 958 1,142 D $10.95 200 1,092 1,292 E $22.95 286 1,147 1,433 F 1500 -1600 $895 244 968 1,212 E $9.95 242 972 1,214 E $13.95 205 865 1,070 D $14.95 243 1,014 1,257 E $23.95 306 1,157 1,463 F 1600-1700 $6 95 158 1,047 1,205 E $6,95 183 1,032 1,215 E 96.95 128 905 1,033 D $7.95 161 1,228 1,389 F $14.95 100 405 505 B 1700.1800 55.30 206 987 1,193 D $5,30 188 1,042 1,230 E 55.30 149 829 978 C $5.30 143 827 970 C $7.95 210 823 1,033 D 1800.1900 $4.20 209 719 928 C $4.20 220 888 1,108 D $5.30 165 603 768 B $5.30 164 662 826 C $5.30 320 1,174 1,494 F 1900.2000 $225 135 387 522 B $2,25 178 566 744 B $2.25 112 286 398 A $2.25 138 411 549 B $2.25 282 947 1,229 E (Monday 03115121 Tuesday 03116121 Wednesday 03117121 Thursday 03118121 Friday 03119121 PM Time Price HOV SOV Vol._LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS PricejHOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400.1500 $5.30 154 837 991 C $5.30 183 1,036 1,219 E $7.95 199 1,181 1,380 F $10.95 203 1,232 1,435 F $2295 287 1,115 1,402 F 1500.1600 $8.95 141 654 795 B $9.95 210 910 1,120 D $13.95 247 969 1,216 E $14.95 268 953 1,221 E $23.95 301 1,043 1,344 F 1600.1700 $6.95 143 931 1,074 D $6.95 144 1,038 1,182 D $6.95 162 1,136 1,298 E $7.95 173 1,075 1,248 E $14.95 201 1,022 1,223 E 1700.1800 $5.30 117 913 1,030 D $5.30 167 1,036 1,203 E $5.30 192 1,048 1,240 E $5.30 179 1,038 1,217 E $7.95 243 1,091 1,334 F 1800.1900 $4.20 127 557 684 B $420 213 925 1,138 D $5.30 220 974 1,194 D $5.30 207 1,052 1,259 E $530 349 1,209 1,558 F 1900.2000 $2.25 88 353 441 B $225 139 471 610 B $2.25 152 578 730 B $2.25 192 726 918 C $2.25 298 1,012 1,310 F Monday 03122121 Tuesday 03123121 'Wednesday 03124121 Thursday 03125121 Friday 03126121 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price jkOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400.1500 $5.30 197 997 1,194 D $5.30 216 1,113 1,329 F $7.95 239 1,160 1,399 F $1095 237 1,218 1,455 F $2295 340 1,228 1,568 F 1500-1600 88.95 241 925 1,166 D $9.95 286 994 1,280 E $13.95 285 1,011 1,296 E $1495 302 957 1,259 E $23.95 399 1,134 1,533 F 1600 -1700 $6.95 173 1,063 1,236 E $6.95 151 1,099 1,250 E $6.95 212 1,320 1,532 F $7 95 230 1,231 1,461 F $14.95 268 1,073 1,341 F 1700-1800 $5,30 198 1,107 1,305 F 55.30 196 1,078 1,274 E 85.30 203 1,007 1,210 E $5.30 207 950 1,157 D 57.95 262 1,023 1,285 E 1800.1900 $4.20 182 790 972 C $4.20 222 893 1,115 D 55.30 261 924 1,185 D $5.30 216 886 1,102 D 5530 274 911 1,185 D 1900.20001 $2.25 142 404 546 B $225 149 509 658 B 52.25 186 591 777 B $225 175 586 761 B $225 275 842 1,117 D Monday 03129121 Tuesday 03130121 'Wednesday 03131121 Thursday 04101121 Friday 04102121 PM Time Prlce HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price&HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400-1500 $5.30 214 1,000 1,214 E $5.30 211 1,083 1,294 E $7.95 239 1,228 1,467 F 1500-1600 $8.95 249 944 1,193 D $9.95 262 1,042 1,304 F $13.95 319 955 1,274 E 1600.1700 $6.95 199 993 1,192 D $6.95 146 1,005 1,151 D $6.95 185 999 1,184 D 1700-1800 5530 183 978 1,161 D $5.30 211 1,031 1,242 E $5.30 217 1,049 1,266 E 1800.1900 $4.20 228 752 980 C $4.20 249 890 1,139 D $5.30 284 1,013 1,297 E 1900.2000 $225 187 475 662 B $2,25 155 497 652 B 8225 264 716 980 C t":Express J Lanes 13 Eastbound PM Peak - County Line to 1-16 South (Monday 03101121 Tuesday 03102121 Wednesday 03103121 Thursday 03104121 Friday 03105121 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400- 1500 $5.30 110 642 752 B 55 30 101 790 891 C 55 30 87 721 808 C $5.30 114 833 947 C $5.30 128 787 915 C 1500. 1600 55.30 141 793 934 C $5,30 132 792 924 C $5 30 114 730 844 C 55.30 152 767 919 C 55.30 129 780 909 C 1600.1700 52.95 89 806 895 C $5.30 81 805 886 C 55.30 83 643 726 B $5.30 110 851 961 C $2.95 34 184 218 A 1700.1800 $2.95 104 743 847 C $2.95 100 722 822 C 52.95 83 658 741 B $5,30 92 627 719 B 52.95 100 473 573 B 1800.1900 $295 116 504 620 B $2,95 116 640 756 B $2 95 81 398 479 B 52.95 100 691 791 B 52 95 135 569 704 B 1900. 2000 51 95 75 276 351 A 51 95 73 370 443 B $2.95 70 261 331 A $2.95 78 440 518 B 52.95 157 510 667 B (Monday 03108121 Tuesday 03109121 Wednesday 03110121 Thursday 03111121 Friday 03112121 PM Time Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400.1500 $530 108 670 778 B $5.30 102 803 905 C 55 30 81 613 694 B $5.30 96 750 846 C 55.30 126 791 917 C 1500.1600 55 30 128 806 934 C 55.30 129 779 908 C 55.30 119 755 874 C $5,30 123 796 919 C 55.30 153 825 978 C 1600- 1700 $2.95 91 809 900 C $5.30 90 808 898 C $5.30 77 677 754 B $5.30 96 856 952 C 5295 26 251 277 A 1700- 1800 $2.95 89 781 870 C $2.95 110 802 912 C $295 86 667 753 B $5.30 64 606 670 B $295 123 582 705 B 1800.1900152.95 144 545 689 B 52.95 117 691 808 C 5295 88 489 577 B $2.95 87 565 652 B 52.95 190 770 960 C 1900.20001$1.95 91 331 422 B .51.95 106 408 514 B 5295 70 249 319 A $295 81 332 413 B 52 95 143 601 744 S' (Monday 03115121 Tuesday 03116121 Wednesday 03117121 Thursday 03118121 Friday 03119121 PM Time Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. 1400- 1500 $530 94 606 700 B $5 30 87 751 838 C 55.30 105 839 944 C $5.30 125 881 1,006 D 55.30 122 752 874 C 1500.1600 $5.30 81 585 666 B 55.30 132 727 859 C $5.30 119 788 907 C $5.30 128 775 903 C 5530 141 776 917 C 1600.1700 52.95 70 712 782 B $5 30 76 775 851 C 55.30 86 808 894 C $5.30 84 801 885 C 52 95 86 633 719 B 1700.1800 52,95 97 755 852 C $2.95 68 771 839 C 52.95 95 759 854 C $5.30 92 785 877 C $2.95 108 689 797 B 1800 -1900 52.95 83 454 537 B 52.95 121 718 839 C $295 137 753 890 C $2.95 112 781 893 C 5295 175 602 777 B 1900-2000 51.95 76 271 347 A 51 95 81 447 528 B 52.95 103 472 575 B $295 119 549 668 B $2.95 124 401 525 B Monday 03122121 Tuesday 03123121 Wednesday 03124121 Thursday 03125121 Friday 03126121 PM Time Price HOV SOV Vol. ,LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400-1500 55 30 122 695 817 C 55 30 103 762 865 C $5.30 127 789 916 C $5.30 119 852 971 C $5.30 149 831 980 C 1500.1600 55.30 141 817 958 C $5 30 134 811 945 C 55.30 122 781 903 C 55.30 148 756 904 C $5.30 199 910 1,109 D 1600- 1700 $2.95 80 804 884 C $5.30 94 803 897 C $5.30 57 533 590 B $5.30 128 911 1,039 D $295 103 584 687 B 1700- 1800 52 95 106 777 883 C $2.95 104 830 934 C $2.95 86 712 798 B $5.30 91 691 782 B $295 124 665 789 B 1800- 1900 $2.95 77 584 661 B $2.95 119 697 816 C $2.95 138 717 855 C 52.95 103 669 772 B $295 145 526 671 B 1900.2000 51 95 82 306 388 A 51.95 98 369 467 B 52 95 110 472 582 B $2.95 103 433 536 B 52.95 130 515 645 B Monday 03129121 Tuesday 03130121 Wednesday 03131121 Thursday 04101121 Friday 04102121 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS 1400.1500 55.30 136 685 821 C 55.30 113 758 871 C 55 30 141 812 953 C 1500.1600 55.30 144 783 927 C $5.30 157 829 986 C 55 30 167 792 959 C - 1600.1700 52.95 89 811 900 C 55.30 83 811 894 C 55.30 100 680 780 B 1700.1800 $295 115 776 891 C $2.95 108 838 946 C $2.95 129 813 942 C 1800.1900 52.95 122 575 697 B 5295 144 693 837 C $2.95 175 711 886 C 1900.2000 $1.95 119 322 441 B 51.95 108 411 519 B 52.95 153 577 730 B tio4, Express 1 Lanes 14 RCTC WESTBOUND PEAK -HOUR VOLUMES Westbound AM Peak -McKinley to County Line IMonday 03101121 Tuesday 03102121 Wednesday 03103121 Thursday 03104121 (Friday 03105121 AM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price__ NOV_ SOV Vol. LOS Price HOV SOV Vol. LOS 0400.0500 55 30 174 582 756 B 55.30 180 597 777 B 55 30 173 606 779 B $5.30 172 623 795 B 02 25 139 357 496 B 0500.0600 5995 270 927 1,197 D $9.95 400 1596 1,996 F 59.95 241 1133 1,374 F $9.95 260 1,156 1,416 F 5695 242 917 1,159 D 0600. 0700 59.95 165 1066 1,231 E $10.95 194 595 789 B $10.95 165 630 795 B 510,95 182 864 1,046 D $6.95 195 1,186 1,381 F 0700.0800 56.95 211 1208 1,419 F $6.95 188 1244 1,432 F 56 95 175 1134 1,309 E 56.95 193 1,318 1,511 F 55,30 186 1,124 1,310 E 0800-0900 55.30 127 983 1,110 D 55.30 98 1176 1,274 E 55.30 75 745 820 C 55.30 131 1,009 1,140 D 52,25 104 925 1,029 D 0900.1000 55.30 102 584 686 B $5.30 100 812 912 C 55.30 65 509 574 B 55.30 103 640 743 B 52.25 104 630 734 B . Monday 03108121 Tuesday 03109121 Wed nesday 03110121 Thursday 03111121 Friday 03112121 AM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS 0400.0500 55.30 194 694 888 C $5 30 183 616 799 B 55 30 151 573 724 B $5 30 182 538 720 B 52 25 150 348 498 B 0500.0600 $9.95 332 1,030 1,362 F $995 337 1,497 1,834 F 5995 242 935 1,177 D 5995 277 925 1,202 E $6.95 222 904 1,126 D 0600-0700 59.95 205 1,205 1,410 F $10.95 148 531 679 B 510.95 136 582 718 B 510,95 153 685 838 C 5695 187 1,119 1,306 E 0700.0800 56.95 206 1,415 1,621 F 56.95 214 1,276 1,490 F 56.95 203 1,083 1,286 E 56.95 152 1,139 1,291 E 55.30 196 1,075 1,271 E 0800.0900 $5.30 70 903 973 C $5,30 101 1,081 1,182 D 55.30 92 793 885 C $5.30 111 806 917 C 5225 113 935 1,048 D 0900.1000 55.30 65 518 583 B 55.30 101 681 782 B 55.30 68 552 620 B 05 30 67 544 611 B 5225 92 563 655 B IMonday 03115121 Tuesday 03116121 Wednesday 03117121 Thursday 03118121 Friday 03119121 AM Time Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 0400-0500 55.30 163 543 706 B 55.30 171 567 738 B 55 30 194 622 816 C 55.30 141 705 846 C 52.25 136 377 513 B 0500-0600 59.95 240 676 916 C $9.95 348 1,379 1,727 F 59.95 291 1,226 1,517 F 59.95 268 1,137 1,405 F 56,95 256 868 1,124 D 0600.0700 59.95 133 810 943 C 510.95 186 504 690 B 510.95 198 751 949 C $10 95 198 854 1,052 D 56.95 215 1,061 1,276 E 0700.0800 56.95 155 1,046 1,201 E 56.95 195 1,195 1,390 F 56.95 180 1,328 1,508 F $6.95 208 1,295 1,503 F $5.30 194 1,066 1,260 E 0800.0900 55.30 103 880 983 C 55.30 124 1,096 1,220 E 55,30 103 1,111 1,214 E 55.30 120 1,032 1,152 D 52.25 114 820 934 C 0900. 1000 55.30 88 610 698 B 55.30 86 706 792 B 55 30 88 648 736 B 55.30 95 717 812 C $2.25 98 574 672 B IMonday 03122/21 ITuesday 03123121 Wednesday 03124121 Thursday 03125121 Friday 03126121 AM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 0400.0500 55.30 184 595 779 B 55.30 185 599 784 B $5.30 201 617 818 C 55.30 193 663 856 C 52.25 118 370 488 B 0500.0600 59.95 308 913 1,221 E $9.95 333 1,466 1,799 F 59.95 312 1,235 1,547 F 59.95 328 1,120 1,448 F 56.95 231 907 1,138 D 0600.0700 59.95 206 1,123 1,329 E 510,95 172 579 751 B 510.95 174 732 906 C 510.95 230 773 1,003 D 56.95 178 996 1,174 D 0700.0800 56.95 223 1,289 1,512 F 56.95 236 1,315 1,551 F 56.95 186 1,317 1,503 F 56.95 221 1,365 1,586 F 55.30 179 1,000 1,179 D 0800.0900 55 30 146 1,080 1,226 E 55.30 124 1,130 1,254 E 55 30 128 1,035 1,163 D 55.30 125 1,105 1,230 E 5225 107 835 942 C 0900.1000 $5.30 106 666 772 B 55,30 117 711 828 C 55 30 165 689 854 C $5 30 111 669 780 B 5225 140 577 717 B Monday 03129121 Tuesday 03130121 Wednesday 03131121 Thursday 04101121 Friday 04102121 AM Time Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS 0400.0500 $5 30 161 469 630 B $5 30 152 614 766 B 55 30 184 660 844 C 0500. 0600 59.95 343 984 1,327 E 59.95 380 1,549 1,929 F 59 95 302 1,125 1,427 F 0600.0700 $9.95 196 1,080 1,276 E 510,95 163 509 672 B $10 95 210 733 943 C 0700.0800 56.95 213 1,229 1,442 F 56,95 226 1,314 1,540 F 56 95 207 1,299 1,506 F 0800.0900 55.30 116 1,007 1,123 D $5,30 120 1,087 1,207 E 55 30 140 980 1,120 D 0900.1000 55.30 127 664 791 B 55.30 130 707 837 C 55.30 183 727 910 C 0_I112Express Lanes 15 Westbound AM Peak -1-16 North to County Line Monday 03101121 Tuesday 03102121 Wednesday 03103121 Thursday 03104121 Friday 03105121 AM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS 0400.0500 $2.95 117 402 519 B $2 95 113 371 484 B $2.95 91 378 469 B $2 95 78 378 456 B 52 95 75 330 405 B 0500.0600 $6.85 151 760 911 C 56.85 193 799 992 C $6,85 147 789 936 C $6 85 152 850 1,002 D $5.30 136 688 824 C 0600.0700 56.85 132 952 1,084 D $6.85 136 1016 1,152 D $6.85 113 910 1,023 D 56 85 103 968 1,071 D 85.30 126 894 1,020 D 0700 - 0800 56.85 106 886 992 C 56 85 95 865 960 C 56.85 88 796 884 C $6.85 117 913 1,030 D $2 95 101 815 916 C 0800.0900 $2.95 61 831 892 C $2,95 71 988 1,059 D 5295 48 725 773 B $2.95 71 828 899 C 52.95 69 688 757 B 0900.1000 $7 95 53 552 605 B 52 95 40 701 741 B 52.95 52 529 581 B $2.95 61 624 685 B $2,95 66 486 552 B Monday 03108121 Tuesday 03109121 Wednesday 03110121 Thursday 03111121 Friday 03112121 AM Time Prlce 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 52 95 113 400 513 B 52 95 109 365 474 B $295 90 371 461 B $2.95 98 380 478 B $2.95 83 332 415 B 0500-0600 56.85 213 788 1,001 D $6 85 170 864 1,034 D 56.85 145 657 802 C $6.85 180 740 920 C $5.30 137 701 838 C 0600.0700 56.85 119 906 1,025 D $6.85 121 995 1,116 D 56.85 96 790 886 C $6.85 96 858 954 C 55.30 91 817 908 C 0700.0800 56.85 92 870 962 C 56 85 102 921 1,023 D 5685 99 765 864 C 56.85 97 836 933 C 52.95 97 838 935 C 0800.0900 52.95 65 738 803 C $2 95 81 814 895 C 52.95 69 717 786 B $2.95 66 763 829 C 5295 80 700 780 B 0900.1000 5295 45 504 549 B $2.95 59 559 618 B 52.95 62 388 450 B $2.95 49 489 538 B 5295 60 511 571 B (Monday 03115121 Tuesday 03116121 Wednesday 03117121 Thursday 03118121 Friday 03119121 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 95 115 401 516 B $2 95 118 377 495 B 52.95 107 388 495 B $2 95 80 412 492 B 52.95 78 334 412 B 0500. 0600 $6 85 153 690 843 C $6.85 170 788 958 C 56,85 179 768 947 C $6 85 134 820 954 C 55.30 124 727 851 C 0600.0700 56.85 98 850 948 C 56.85 125 854 979 C $6.85 130 1,012 1,142 D $6.85 113 950 1,063 D 55.30 114 848 962 C 0700.0800 $6.85 72 770 842 C $6.85 100 986 1,086 D $6,85 81 952 1,033 D $6.85 106 876 982 C 5295 95 802 897 C 0800.0900 5295 62 763 825 C $295 67 946 1,013 D 52.95 67 841 908 C 5295 64 825 889 C 52.95 59 683 742 B 0900.1000 52.95 63 515 578 B $295 64 692 756 B 52 95 49 638 687 B 52 95 56 682 738 B 52.95 74 538 612 B 'Monday 03122121 Tuesday 03123121 Wednesday 03124121 Thursday 03125121 Friday 03126121 AM Time Price IH9V 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 52 95 105 449 554 B $2 95 104 387 491 B 52 95 108 390 498 B $2 95 99 385 484 B 52.95 74 315 389 A 0500.0600 56,85 202 758 960 C $6.85 178 813 991 C $6.85 193 798 991 C $6.85 203 813 1,016 D :$5.30 129 679 808 C 0600.0700 56.85 135 997 1,132 D $685 137 1,040 1,177 D 56.85 106 1,027 1,133 D 56.85 146 974 1,120 D 55.30 90 852 942 C 0700.0800 56,85 103 960 1,063 D $6.85 109 959 1,068 D 56.85 90 952 1,042 D $6.85 117 965 1,082 D $2.95 88 834 922 C 0800.0900 52.95 80 896 976 C $295 80 868 948 C 52.95 63 875 938 C 52.95 68 843 911 C 5295 67 681 748 B 0900 -1000 5295 64 612 676 B 5295 74 750 824 C $295 69 662 731 B $2 95 69 618 687 B 5295 65 512 577 B Monday 03!29121 T Tuesday 03130121 'Wednesday 03131121 Thursday 04101121 (Friday 04102121 AM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS 0400.0500 $2.95 116 369 485 B 52 95 105 367 472 B 5295 109 329 438 B 0500.0600 56,85 198 757 955 C 56.85 194 771 965 C 5685 166 660 826 C 0600.0700 56,85 132 970 1,102 D 56.85 136 1,058 1,194 D 5685 139 1,060 1,199 D 0700.0800 56.85 123 896 1,019 D $6.85 106 951 1,057 D 5685 118 931 1,049 D 0800 - 0900 $2.95 86 787 873 C 5295 88 826 914 C 52.5 104 773 877 C 0900.1000 5295 87 570 657 B 52.95 84 594 678 B $295 118 660 778 B Express 1 Lanes 26 RCTC OPERATIONAL HIGHLIGHTS On -Road Operations RCTC Freeway Service Patrol responded to 110 calls during the month of March. Of those calls, 70 were to assist disabled vehicles, 12 calls to remove debris, and 28 were in response to accidents in the Express Lanes. 91 Express Lanes BOS Development Update In February, CUSA notified OCTA and RCTC of a delay to the implementation of the new BOS for the 91 Express Lanes for both Orange and Riverside counties as a result of the COVID-19 pandemic. CUSA is the current operator of the 91 Express Lanes for both OCTA and RCTC and is the firm selected for the design, development, and implementation of the new BOS, as well as the customer service center operation, once the current contract expires on June 30, 2021. In anticipation that the future contractor would not be able to meet the go -live date in July 2021, the OCTA Board approved an amendment to the current three -party agreement between CUSA, RCTC, and OCTA, which allowed for six one -month optional extension periods. Staff from both agencies are continuing to work with CUSA to meet the revised anticipated go -live date in October 2021. Express ■ Lanes 17 FINANCIAL HIGHLIGHTS RCTC RCTC 91 Express Lanes Operating Statement YTD as of : YTD Variance Description Actual' Budget Dollar $ � Percent (%) Operating revenues: Toll Revenue $ 27,641,290.61 $ 19,315,800.00 $ 8,325,490.61 43.1 Fee Revenue 4,596,586.43 1.837.875.00 2,758,711.43 150.1 Total operating revenues 32.237.877.04 21,153,675.00 11,084,202.04 52.4 Operating expenses: Salaries and Benefits 452,487.98 506,625.00 54,137.02 10.7 Legal Services 79,747.63 262,500.00 182,752.37 69.6 Advisory Services 40,606.95 56,250.00 15,643.05 27.8 Audit and Accounting Fees 31,550.00 27,000.00 (4,550.00) (16.9) Service Fees 1,541.32 15,000.00 13,458.68 89.7 Other Professional Services 358,374.41 1,965,750.00 1,607,375.59 81.8 Lease Expense 194,923.69 367,650.00 172,726.31 47.0 Operations 1,346,890.06 2,240,250.00 893,359.94 39.9 Utilities 19,861.60 61,200.00 41,338.40 67.5 Supplies and Materials 4,640.32 22,500.00 17,859.68 79.4 Membership and Subscription Fees 28,281.50 22,500.00 (5,781.50) (25.7) Office Equipment & Furniture (Non -Capital) 4,706.87 11,250.00 6,543.13 58.2 Maintenance/Repairs 93,131.19 273,825.00 180,693.81 66.0 Training Seminars and Conferences (720.00) 1,725.00 2,445.00 141.7 Transportation Expenses - 3,000.00 3,000.00 100.0 Lodging - 2,625.00 2,625.00 100.0 Meals - 375.00 375.00 100.0 Other Staff Expenses - 375.00 375.00 100.0 Advertising 4,611.25 206,250.00 201,638.75 97.8 Program Management 55,294.60 124,575.00 69,280.40 55.6 Program Operations 5,579,869.18 6,476,775.00 896,905.82 13.8 Litigation Settlement - - - N/A Furniture & Equipment - 228,750.00 228,750.00 100.0 Improvements - - - N/A Bad Debt Expense 18.11 - (18.11) N/A Total operating expenses 8.295.816.66 12,876.750.00 4,580,933.34 35.6 Operating income (loss) 23,942.060.38 8,276.925.00 15,665,135.38 189.3 Nonoperating revenues (expenses): Interest Revenue 276,760.38 518,925.00 (242,164.62) 46.7 Other Miscellaneous Revenue 52,434.43 75.00 52,359.43 (69,812.6) Interest Expense (22,234,617.17) (5,339,925.00) (16,894,692.17) 316.4 Total nonoperating revenues (expenses) (21,905,422.36) (4,820,925.00) (17,084,497.36) (354.4) Transfers In - - • N/A - Transfers Out (489.200.00) (768,975.00) 279,775.00 (36.4) Net income (loss) $ 1,547,438.02 $ 2.687,025.00 $ (1,139,586.98) (42.4)- 1 Unaudited Express 1 Lanes 18 JOINT AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING March 31, 2021 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments 1 Revenue Westbound OCTA 698,205 339,796 49% $1,959,659 RCTC 619,374 339,796 55% $2,004,637 1-15 253,932 184,795 73% $753,288 McKinley 365,442 155,001 42% $1,251,349 Eastbound OCTA 727,836 427,547 59% $2,613,668 RCTC 611,244 427,547 70% $2,142,525 1-15 235,416 170,525 72% $619,915 McKinley 375,828 257,022 68% $1,522,611 JOINT AGENCY TRAFFIC STATISTICS Joint Agency Traffic Statistics 800,000 700,000 600,000 500,000 400,000 300,000 200,000 100,000 55% 70% OCTA RCTC OCTA RCTC Westbound Eastbound OCTA Transactions i RCTC Transactions % of OCTA Transactions Using Both Segments % of RCTC Transactions Using Both Segments itfir4., Lanese 19 JOINT AGENCY PERFORMANCE MEASURES REPORTING REQUIREM EN1 Reporting P eriod PERFORMANCE STANDARD Mar -21 Performance CUSTOMER SERVICE Call Wait Time Abandon Rate Customer Satisfaction VIOLATION PROCESSING M ontNy Not to exceed 2 minutes mnrnny No rrnre than 4.0% Monthly At least 75 outbound calls 1:20 1.6% 77 Response Tirre Morr,Ny Within 2 business days of receipt CUSA Violation Collection Rate Quarterly 70% or more CUSA Violation Collection Rate Amually 74% or more TRAFFIC OPERATIONS Initial & Secondary Reviews Monthly Equal to or less than 15 days * Rate isread Errors Monthly Equal to or less than 0.4% CAS Response Time Monthly 0:20 (nnutes) per call ACCOUNTING OCTA Exceptions M ontNy No more than 3 RCTC Exceptions _ M onthy No more than 3 INFORMATION TECHNOLOGY Back -office System Uptime Monttly 99% Availability Network Uptirre M onthy 99% Availability 0.6 1.3 0.02% 0:08 0 100% 100% CUSA = Cofiroute USA; CAS = OCTA Customer Assistance Specialists "P late M isread Error perfo rm a nce is current after a 60 -day hold -back period; therefore, percentage repo rted here is fo r 2 mo nths prio rto the mo nth of this report JOINT AGENCY TRANSPONDER DISTRIBUTION T21 TRANSPONDER DISTRIBUTION Issued To New Accounts Additional Tags to Existing Accounts Replacement Transponders Returned Account aosures Accounts Downsizing Defective Transponders Total Issued March -21 I _ February -21 Tags I% of Total Tags % of Total 1,378 98.1% 866 96.3% 15 1.1% 19 2.1% 11 0.8% 14 1.6% 1,404 899 FY 2020-21 Average To -Date 2,225 45 29 2,299 5,821 100.0% Total Returned 5,821 173 100.0% 173 96.8% 2.0% 1 3% 2,299 21.1% 0 0.0% 8,586 78.9% 10,885 GC TRANSPONDER DISTRIBUTION Issued To New Accounts 66,550 99.9% Additional Tags to Existing Accounts l 55 0.1% Replacement Transponders 0 0.0% Total Issued I GG.G06 March -21 February -21 FY 2020-21 Tags 1% of Total Tags I% of Total Average To -Date 53.930 18 0 53,948 100.0% 0.0% 0.0% 82,368 99.9% Pr 83 0.1% 5 0.0% 82,466 Returned Account Closures Accounts Dow nsizing Defective Transponders Total Returned libk �I ss Lane 20 At the end of March 2021, the 91 Express Lanes had 150,948 active customer accounts and 524,560 transponders classified as assigned. Number of Accounts by FY As of March 31, 2021 160,000 140,000 120,000 100,000 - 80,000 - 60,000 - 40,000 - 20,000 130,048 116,813 119,782 114,138 112,584 112,473 112,929 113,672 T 148,054 149, 803 150'948 140,694 op iP P- § o N e5 0 15 cps & 'Zi 0,� & ONE & & & O,� O,0) O r ti ti ti ti ti ti ti ti ti ti ti ti Fiscal Year Incoming Email Activity During March, the Anaheim Processing Center received 4,573 emails. Operational Activity Amid concerns about the spread of COVID-19 and following the State of California's guidance to help reduce its spread, the 91 Express Lanes Customer Walk -In Center was closed in March 2020 and will remain so until further notice. Operational activities in the Anaheim and Corona locations continued to function with a combination of remote workers and core staff located at the facilities. Core essential functions include aiding stranded motorists, providing incident management services, and dispatching emergency vehicles through the traffic operations center. The call center remains open to respond to customer service and violation calls. tolikExpress Lanes 21 ATTACHMENT C OCTA Orange County Transportation Authority Riverside County Transportation Commission tiAl Express Status Report April 2021 As of April 30, 2021 Table of Contents Operations Overview OCTA 3 Traffic and Revenue Statistics for OCTA 3 OCTA Traffic and Revenue Summary 5 OCTA Eastbound Peak -Hour Volumes 6 OCTA Westbound Peak -Hour Volumes 7 OCTA Operational Highlights 8 Financial Highlights OCTA 9 Operations Overview RCTC 9 Traffic and Revenue Statistics for RCTC 10 RCTC Traffic and Revenue Summary 12 RCTC Peak -Hour Volumes 13 RCTC Eastbound Peak -Hour Volumes 13 RCTC Westbound Peak -Hour Volumes 15 RCTC Operational Highlights 17 Financial Highlights RCTC 18 Joint Agency Trip and Revenue Statistics 19 Joint Agency Traffic Statistics 19 Joint Agency Performance Measures 20 Joint Agency Transponder Distribution 20 Incoming Email Activity 21 Operational Activity 22 tExpress iel/f, Lanes 2 OPERATIONS OVERVIEW OCTA Total traffic volume on the 91 Express Lanes for April 2021 was 1,515,393. This represents a daily average of 50,513 vehicles. This is a 249.8 percent increase in total traffic volume from the same period last year, which totaled 433,252 and was the second month of the State of California's stay-at-home orders due to the coronavirus (COVID-19) pandemic. Potential toll revenue for April was $4,769,272, which represents an increase of 209.8 percent from the prior year's total of $1,539,527. Carpool percentage for April was 21 percent as compared to the previous year's rate of 21.4 percent. As compared to April 2019, traffic volume decreased by 0.9 percent while revenue increased by 6.3 percent. Traffic volumes are returning to pre-COVID-19 levels as Southern California counties enter into less restrictive tiers of the State's Blueprint for a Safer Economy plan. Month -to -date traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the Orange County Transportation Authority (OCTA) 91 Express Lanes and associated potential revenue for the month of April 2021. Current Month -to -Date (MTD) as of April 30, 2021 Trips Apr -21 MTD Actual Apr -20 MTD Actual Yr 21-to-Yr 20 % Variance Apr -19 MTD Actual Yr 21-to-Yr 19 Variance Full Toll Lanes 1,197,856 340,333 252.0% 1,122,505 6.7% 3+ Lanes 317,537 92,919 241.7% 406,633 (21.9%). Total Gross Trips 1,515,393 433,252 249.8% 1,529,138 (0.9%) Revenue 7.2% Full Toll Lanes $4,721,928 $1,513,358 212.0% $4,406,472 3+Lanes $47,344 $26,168 80.9% $81,179 (41.7%) Total Gross Revenue $4.769,272 $1,539,527 209.8% $4,487,650 6.3% Average Revenue per Trip - = AP Average Full Toll Lanes $3.94 $4.45 $3.93 0.3% Average 3+ Lanes $0.15 $0.28 $0.20 (25.0%) Average Gross Revenue $3.15 $3.55 $2.93 7.5% Express J Lanes 3 The 2021 fiscal year-to-date traffic volume decreased by 8.3 percent and potential toll revenue decreased by 3.4 percent, when compared with the same period last year. Year-to-date average revenue per trip is $3.24. 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 months of July 2020 through April 2021. Fiscal Year (FY) 2020-21 Year -to -Date as of April 30, 2021 Trips FY 2020-21 YTD Actual FY 2019-20 YTD Actual Yr-to-Yr % Variance Full Toll Lanes 9,490,589 9,833,114 (3.5%) 3+ Lanes 2,587,839 3,344,427 (22.6%) Total Gross Trips 12,078,428 13,177,541 (8.3%) Revenue Full Toll Lanes $38,609,100 $39,831,128 (3.1%) 3+ Lanes $481,635 $618,966 (22.2%) Total Gross Revenue $39,090,735 $40,450,094 (3.4%) Average Revenue per Trip Average Full Toll Lanes $4.07 $4.05 0.5% Average 3+ Lanes $0.19 $0.19 0.0% Average Gross Revenue $3.24 $3.07 5.5% 0.,11Express Lanes 4 OCTA Traffic and Revenue Summary The chart below reflects the total trips breakdown between full toll trips and high -occupancy vehicle (HOV3+) trips for FY 2020-21 on a monthly basis. FY 2020-21 Traffic Volume Overview 1,600,000 1,400,000 1,200,000 - 1,000,000 - • 800,000 - 0 600,000 - 400,000 - 200,000 - 0 266,506 252,671 246,847 277,766 317,537 287,9731 251,333 243,739 230,637 212,829 1,138,068 1,197.856 1,048,523 832,236 899,004 919,568 880,050 852,110 929,879 793,293 Jul -20 Aug -20 Sep -20 Oct -20 Nov -20 Dec -20 Jan -21 Month Feb -21 Mar -21 Apr -21 May -21 Jun -21 ■ Full Toll Lanes n3+ Lanes The chart below reflects the gross potential revenue breakdown between full toll trips and HOV3+ trips for FY 2020-21 on a monthly basis. S5,000,000 S4,500,000 S4,000.000 FY 2020-21 Revenue Summary S3,500,000 - S• 3,000000 • m 0: S2,500,000 - 82,000,000 • 81,500,000 - 81,000,000 - .028 84,721,92 54,269,601 $4,526,675 $3,770,761 $3,779,098 53,673,371 33,619,797 $3,476, 5S3 33,488,62933,282,650 Jul -20 Aug -20 Sep -20 Oct -20 Nov -20 Dec -20 Jan -21 Feb -21 Mar -21 Apr -21 May -21 Jun -21 Month ■ Full Toll Lanes M3+ Lanes f Express 1 Lanes 5 OCTA EASTBOUND PEAK -HOUR VOLUMES Peak -hour traffic in the eastbound direction reached or exceeded 90 percent of defined capacity 16 times during the month of April 2021. As demonstrated on the next chart, westbound peak -hour traffic volumes top out at 86 percent of defined capacity. Monday 03129121 Tuesday 03130121 Wednesday 03131121 Thursday 04101121 Friday 04102121 PM Time Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV VoL -,f =Brice- -11016_ VoL Cap. Price HOV Vol. Cap. 1400 -1500 96.95 464 3,162 93% 58 10 520 2,771 82% 1500-1600 57.25 565 2,710 B0% 67.65 552 2,914 86% 1600-1700 56.80 375 2,775 82% $7.45 423 2,665 78% 1700-1800 56,70 420 2,509 74% $6.55 480 2,616 77% 1800 -1900 54,35 517 2,665 78% 66.55 501 2,038 60% 1900 - 2000 95.60 520 1,983 58% S6.05 521 1,693 50% Monday 04105120 Tuesday 04106120 Wednesday 04107120 Thursday 04108120 Friday 04109120 PM Time - Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV VoL Cap. Rice HOV VoL Cap. Price HOV Vol. Cap. 1400-1500 55.15 421 2,751 81% $515 393 2,734 80% 95.15 441 3,173 93°/ 5695 326 2,585 76% 5810 474 2,728 80% 1500-1600 $5.50 428 2,885 85% 54.75 450 3,288 97% 57.25 476 2,831 83% 57.25 525 2,914 86% 57.65 532 3,019 89% 1600 -1700 $4.35 393 3,190 94% 55.00 350 2,679 79% 56.50 296 2,907 86% 56.80 311 2,903 85% 57.45 372 2,806 83% 1700-1800 $480 349 2,755 81% $490 359 2,910 86% $5.40 355 2,851 84% 5670 378 2,917 86% 56.55 415 2,823 83% 1800 -1900 95 50 367 1,958 58% $3.95 443 2,758 81% $3 95 445 2,746 81% 54 35 538 2,971 87% $6.55 448 2,469 73% 1900-2000 $3.85 306 1,231 36% 93-85 336 1,492 44% 53.85 382 1,627 48% 5560 441 1,749 51% $605 485 1,851 54% Monday 04/12120 Tuesday 04113120 Wednesday 04114120 Thursday 04115120 Friday 04116120 Ai Time Rice HOV Vol. Cap. Rice HOV Vol. Cap. Pic ap. Price HOV VoL Cap. Price HOV Vol. Cap. 1400-1500 $515 359 2,773 82% $515 378 2,657 78% $515 371 3,031 89% $6.95 380 3,125 92% $8.10 439 2,829 83% 1500 -1600 55.50 453 2,943 87% $4.75 464 3,479 102°/ 57 25 443 2,884 85% 57.25 487 2,735 80% $7.65 513 2,941 87% 1600 -1700 $4.35 334 3,248 96% 55 00 336 2,694 79% 56.50 323 2,974 87% 56.80 312 2,659 84% $7.45 350 2,697 79% 1700-1600 54.80 329 2,863 84% $4.90 368 3,096 91% 55.40 380 3,008 88% 56.70 357 2,789 82% 66.55 421 2,994 88% 1800-1900 $5.50 351 1,997 59% $3.95 403 2211 65% 5195 379 2,298 68% 54.35 484 2,889 85% 56.55 454 2,367 70% 1900-2000 $3.85 298 1,177 35% $385 292 1,304 38% 53.85 302 1,290 38% 55.60 361 1,591 47% $6.05 492 1,861 55% Monday 04119120 Tuesday 04120120 Wednesday 04121120 Thursday 04122120 Friday 04123120 PM Time Price HOV Vol. Cap. Rice HOV Vol. Cap. Price HOV VoL Cap. Rice HOV VoL Cap. Price HOV Vol. Cap. 1400-1500 55.15 348 2,757 81% $5.15 337 2,518 74% 55.15 394 2,882 85% 56.95 376 3,310 97% 58.10 383 2,037 60% 1500 -1600 $5.50 463 3,067 90% $4.75 459 3,417 101% 57.25 467 2,890 85% $7.25 542 2,915 86% $7.65 516 2,845 84% 1600 -1700 54.35 343 3,166 93% 95.00 316 2,606 77% 56.50 334 3,012 89% 66.80 339 3,065 90% $7.45 389 2,885 85% 1700 -1800 $4.80 320 2,608 77% 54.90 358 2,903 85% 55.40 384 3,005 88% $6 70 393 2,963 87% $6 55 390 2,904 85% 1800 -1900 55.50 380 2,118 62% 53.95 440 2,524 74% 53 95 462 2,622 77% S4 35 418 2,456 72% S6.55 497 2,362 69% 1900 - 2000 $3.85 344 1,416 42% 53.85 299 1,390 41% 53 85 324 1,370 40% 55 60 343 1,429 42% 56.05 486 1,904 56% Monday 04126/20 Tuesday 04127120 Wednesday 04128120 Thursday 04129120 Friday 04130120 PM Time Price HOV Vol. Cap. Price HOV Volk Cap. Price HOV VoL Cap. Price HOV Vol. Cap. Price HOV Vol. Cap.:;. 1400 -1500 $515 375 2,629 77% $5.15 364 2,682 79% $5.15 418 3,018 89% 66.95 460 3,236 95% 58.10 482 2,814 83% 1500-1600 $5.50 461 3,069 90% 54.75 455 3,447 101% 57.25 494 2,920 86% $7,25 537 2,859 84% $7,65 538 2,905 85% 1600 -1700 $4.35 352 3,242 95% 55 00 333 2,651 78% 56.50 348 2,965 87% $6.80 325 2,822 83% 57,45 346 2,772 82% 1700-1800 S480 266 2,178 64% $4.90 375 2,931 86% 55.40 322 2,566 76% 56.70 370 2,879 85% $655 455 2,822 83% 1800-1900 5550 372 1,907 56% $3.95 408 2,396 70% $3.95 456 2,791 82% 64,35 483 2,697 79% 56.55 568 2,708 80% 1900-2000 $3.85 262 1.053 31% 53.85 298 1,302 38% 53.85 322 1,461 43% 55.60 375 1,659 49% 66.05 501 1.985 58% (14, Express A Lanes 6 OCTA WESTBOUND PEAK -HOUR VOLUMES Monday 03129120 Tuesday 03130/20 Wednesday 03131120 Thursday 04101120 Friday 04102120 AM Time Prize HOV Vol. Cap. Price HOV Vol. Cao. Price HOV VoL Cap. Price HOV VoL Cap. Price HOV Vol. Cap. 0400 - 0500 33.05 368 1,138 33% $3 05 282 902 27% 0500-0600 54,95 574 2,206 65% 54.70 468 1,830 54% 0600-0700 $5,15 355 2,184 64% 54.95 255 1,718 51% 0700-0800 65.65 316 2,110 62% 65.50 216 1,507 44% 0800 - 0900 55.15 256 1,995 59% $4.95 233 1,447 43% 0900 -1000 S4.10 298 1,772 52% 64.10 289 1,499 44% Monday 04105120 Tuesday 04106120 Wednesday 04107120 Thursday 04108120 Friday 04109120 AM Time Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV VoL Cap. Price HOV VoL Cap. Price HOV Vol. Cap. 0400-0500 5305 359 1,210 36% 53.05 396 1,205 35% $3.05 370 1,222 36% $3.05 404 1,318 39% 53.05 333 1,057 31% 0500-0600 5495 511 2,156 63% 54,95 578 2,448 72% 54.95 583 2,342 69% 54.95 618 2,326 68% 54.70 472 1,986 58% 0600-0700 55.15 299 2,228 66% 55.15 314 2,290 67% 55.15 313 2,280 67% 65.15 314 2,076 61% 54.95 318 2,067 61% 0700-0800 55.65 252 2,036 60% 55.65 262 2,241 66% 55.65 263 2,212 65% 65.65 218 1,783 52% $5.50 271 2,055 60% 0800-0900 $5.15 226 2,040 60% $515 212 2,031 60% 55.15 202 2,009 59% $5.15 235 2,554 75% S4.95 219 1,894 56% 0900-1000 54.10 205 1,785 53% 5410 211 1,888 56% 54.10 229 1,896 56% 54.10 200 1,956 58% $4.10 224 1,654 49% Monday 04112120 Tuesday 04113/20 Wednesday 0411420 Thursday 04115120 Friday 04116120 AM Time i Price HOV Vol. Cap. Price HOV _ Vol. Cap. Price HOV VoL Cap. Price HOV VoL Cap. Price HOV Vol. Cali.. 0400-0500 $305 379 1,229 36% $305 409 1,265 37% 5305 385 1,172 34% $3.05 393 1,172 34% 5305 323 1,027 30% 0500 - 0600 $4 95 559 2,301 68% $4 95 631 2,413 71% 54.95 583 2,324 68% 54.95 594 2,393 70% 54.70 479 2,078 61% 0600-0700 55.15 359 2,189 64% $515 364 2,299 68% 55.15 352 2,372 70% 55.15 373 2,297 68% 54,95 330 2,144 63% 0700 - 0800 55.65 336 2,314 68% $5.65 334 2,297 68% $5.65 333 2,423 71% 55.65 366 2,414 71% $5.50 335 2,176 64% 0800-0900 55.15 199 2,194 65% $5.15 188 2,151 63% $515 202 2,172 64% 55.15 186 2,107 62% $495 203 1,940 57% 0900-1000 54.10 158 1,653 49% $4,10 159 1,846 54% $4.10 161 1,795 53% 54.10 197 1,743 51% 5410 171 1,662 49% 1 Monday 04119120 Tuesday 042020 Wednesday 0412120 Thursday 04122120 Friday 04123120 AM Time Cap. Rice HOV Vol. Cap. Price HOV VoL Cap. Price HOV Val. Cap. Price HOV Vol. Cap. 0400-0500 53.05 397 1,168 34% $305 387 1241 37% $305 386 1,155 34% $305 349 1,151 34% $3.05 316 1,043 31% 0500 - 0600 $4,95 568 2,382 70% $4,95 611 2,454 72% 54.95 524 2,148 63% 54.95 553 2,301 68% 54.70 464 2,176 64% 0600 - 0700 55.15 330 2,316 68% $5,15 379 2,448 72% 55.15 350 2,040 60% $5.15 374 2,378 70% $4.95 333 2,022 59% 0700 - 0800 55.65 326 2,354 69% $5.65 341 2,541 75% $5.65 337 2,239 66% $5.65 345 2,440 72% 55.50 345 2,090 61% 0800-0900 55.15 213 2,254 66% 55.15 216 2,456 72% 55,15 241 2,241 66% 55.15 189 2,234 66% $495 216 2,028 60% 0900-1000 r 54.10 193 1,911 56% $4.10 201 2,215 65% $4,10 186 1,902 56% 54.10 185 1,859 55% 5410 183 1,505 44% Monday 04126120 Tuesday 04127120 Wednesday 04128/20 Thursday 04129120 Friday 04130120 AM Time Price HOV Vol. Cap. Price HOV Vol. Cap. Price HOV VoL Cap. Price HOV VoL Cap. Price HOV Vol. Cap. 0400-0500 $3,05 378 1210 36% $305 401 1,253 37% $305 400 1,345 40% 53.05 408 1,260 37% 53.05 298 1,019 30% 0500 - 0600 54.95 539 2,428 71% 54 95 549 2,369 70% 1 54.95 601 2,928 86% $4,95 587 2,466 73% 54,70 526 2202 65% 0600 - 0700 55,15 342 2,184 64% 55.15 373 2,393 70% 55.15 401 2,861 84% $5,15 378 2,419 71% 54.95 342 2,045 60% 0700 - 0800 55,65 329 2,109 62% 55.65 369 2,376 70% $5 65 403 2,724 80% 65.65 394 2,457 72% $5.50 377 2,229 66% 0800-0900 55,15 165 1,892 56% 55.15 205 1,943 57% 5515 266 2,566 75% 55.15 265 2,175 64% 54.95 264 2,033 60% 0900 -1000 54.10 179 1,557 46% $4.10 151 1,460 43% 1 54.10 260 2,175 64% 54.10 222 1,982 58% 54.10 282 1,822 54% ■ Express 1 Lanes OCTA OPERATIONAL HIGHLIGHTS On -Road Operations OCTA customer assistance specialists (CAS) responded to 101 calls during the month of April. Of those calls, 77 were to assist disabled vehicles and 18 calls to remove debris. The CAS provided assistance to six accidents in the 91 Express Lanes with none of those accidents originating in the State Route 91 general purpose lanes. 91 Express Lanes Back -Office System (BOS) Development Update In February, Cofiroute USA, LLC (CUSA) notified OCTA and the Riverside County Transportation Commission (RCTC) of a delay to the implementation of the new BOS for the 91 Express Lanes for both Orange and Riverside counties as a result of the COVID-19 pandemic. CUSA is the current operator of the 91 Express Lanes for both OCTA and RCTC and is the firm selected for the design, development, and implementation of the new BOS, as well as the customer service center operation, once the current contract expires on June 30, 2021. In anticipation that the future contractor would not be able to meet the go -live date in July 2021, the OCTA Board of Directors (Board) approved an amendment to the current three party agreement between CUSA, RCTC, and OCTA, which allowed for six one -month optional extension periods. Staff from both agencies are continuing to work with CUSA to meet the revised anticipated go -live date in October 2021. 91 Express Lanes Toll Entrance Gantries Infrastructure Project Update OCTA entered into an agreement with the California Department of Transportation (Caltrans) to provide construction and construction management services for the 91 Express Lanes Toll Entrance Gantries Infrastructure Project. This project entails constructing new toll gantries infrastructure at the three entrances of the OCTA 91 Express Lanes. In March, Caltrans advertised the project with project award anticipated for May. Upon completion of the infrastructure project, Kapsch TrafficCom USA, Inc., the toll lanes system integrator for the 91 Express Lanes, will install new Electronic Toll and Traffic Management system equipment onto the new gantries. (Ph_ Express A Lams 8 FINANCIAL HIGHLIGHTS OCTA 91 Express Lanes O • erating Statement YTD as of : 4/30/2021 YTD Variance Desc tion r� r Actual (1) 1 Budget el) Dollar $ 1 Percent (%) Operating revenues: Toll Revenue $ 35,793,858.26 $ 26,896,928.00 $ 8,896,930.26 33.1 Fee Revenue 4,480,238.31 1,820,456.00 2,659,782.31 146.1 Total operating revenues 40,274,096.57 28,717,384.00 11,556,712.57 , 40.2 Operating expenses: Contracted Services 5,590,762.60 5,997,600.00 406,837.40 6.8 Administrative Fee 2,497,150.00 2,601,460.00 104,310.00 4.0 Other Professional Services 925,430.91 2,756,021.00 1,830,590.09 66.4 Credit Card Processing Fees 837,837.86 762,480.00 (75,357.86) (9.9) Toll Road Account Servicing 522,855.75 489,000.00 (33,855.75) (6.9) Other Insurance Expense 367,354.44 783,250.00 415,895.56 53.1 Toll Road Maintenance Supply Repairs 138,957.11 2,103,510.00 1,964,552.89 93.4 Patrol Services 654,299.63 874,630.00 220,330.37 25.2 Building Equipment Repairs and Maint 613,235.66 1,109,260.00 496,024.34 44.7 6C Transponders - 187,500.00 187,500.00 100.0 Other Services (5) (983,780.32) 47,850.00 1,031,630.32 2,156.0 Utilities 41,317.54 95,800.00 54,482.46 56.9 Office Expense 9,966.48 79,095.001 69,128.52 87.4 Bad Debt Expense 136,431.83 - (136,431.83) WA Miscellaneous (2) 40,637.10 122,680.00 82,042.90 66.9 Leases 394,579.42 404,000.00 9,420.58 2.3 Total operating expenses 11,787,036.01 18,414,136.00 6,627,099.99 36.0 Depreciation and Amortization (3) 3,675,500.46 - (3,675,500.46) WA O eratin income Toss 24,811,560.10 10 303,248.00 14,508,312.10 140.8 Nonoperating revenues (expenses): Reimbursement from Other Agencies 405,399.14 937,500.00 (532,100.86) (56.8) Interest Income 3,627,754.50 1,226,240.00 2,401,514.50 195.8 Interest Expense '. (3,573,624.74)' (3,665,790.00) 92,165.26 r 2.5 Other 11,462.08 - 11,462.08 N/A Total nonoperating revenues (expenses) 470,990.98 (1,502,050.00) 1,973,040.98 131.4 Transfers In - - - N/A Transfers Out (4) (3,938,474.30) (34,763,200.00) 30,824,725.70 88.7 Net income (loss)1 $ 21,344,076.78 1 $ (25,962.002.00)1 $ 47,306,078.78 1 (182.2) 'Actual 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. 'Miscellaneous expenses include: Bond Insurance Costs, Bank Service Charge, Transponder Materials. 'Depreciation and amortization are not budgeted items. "Transfers Out: For M2 Project I and Project J expense reimbursements. 5 Litigation settlement w as accrued, the negative w ill be offset once the litigation payment is issued. Capital Asset Activity During the ten months ending April 30, 2021, capital asset activities included $11,453 for the replacement of the air-conditioning units for the eastbound toll plaza, $810,223 for the BOS replacement project, and $2,491,662 for payment of 6C implementation costs for the Electronic Toll and Traffic Management system. OftExpress,anes 9 OPERATIONS OVERVIEW RCTC TRAFFIC AND REVENUE _TATISTICS FOR RCTC Total traffic volume on the 91 Express Lanes for April 2021 was 1,284,574. This represents a daily average of 42,819 vehicles. This is a 250.8 percent increase in total traffic volume from the same period last year, which totaled 366,178 and was the second month of the COVID-19 stay-at-home order. Potential toll revenue for April was $4,255,083, which represents an increase of 265.2 percent from the prior year's total of $1,165,063. Carpool percentage for April was 19.8 percent as compared to the previous year's rate of 20 percent. As compared to April 2019, traffic volume decreased by 4.5 percent and revenue decreased by 20.7 percent. Traffic volumes are returning to pre-COVID-19 levels as Southern California counties enter into less restrictive tiers of the State's Blueprint for a Safer Economy plan. Month -to -date traffic and revenue data is summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the Riverside County Transportation Commission (RCTC) 91 Express Lanes and associated potential revenue for the month of April 2021. Current Month -to -date as of April 30, 2021 Trips APR -21 MTD Actual Stantec MTD Projected # Variance % Variance APR -20 MTD Actual Yr 21-to-Yr 20 % Variance Apr -19 MTD Actual Yr 21-to-Yr 19 % Variance Full Toll Lanes 1,030,130 1,055,800 (25,670 (2.4%) 293,046 251.5% 1,008,624 2.1% 3+ Lanes 254,444 348,371 (93,927_ (27.0%) 73,132 247.9% 337,017 (24.5%) Total Gross Trips 1,284,574 1,404,171 119,597) 8.5%) 366,178 250.8% 1,345,641 (4.5%) Revenue Full Toll Lanes 4,210,820 $4,677,943 ($467,123) (10.0%) 1,151,484 265.7% $5,321,358 (20.9%) 3+ Lanes 44,264 $0 $44,264 f /I/���A/!A 13,579 226.0% $44,024 0.5% Total Gross Revenue $4.255.083 $4,677,943 ($422,859) (9.0%` $1.165,063 265.2% $5,365,382 (20.7%) Average Revenue per Trip ' Average Full Toll Lanes $4.09 $4.43 ($0 34) (77%) $3.93 4.1% $5.28 (22.5%) Average 3+ Lanes $0.17 $0.00 $0.17 % A $0.19 (105%) $0.13 30.8% Average Gross Revenue $3.31 $3.33 ($^u 02) (0 6%) $3.18 4.1% $3.99 (17.0%) &Express Lanes 10 The FY 2020-21 year-to-date traffic volume decreased by 11.6 percent and potential toll revenue decreased by 29.9 percent, when compared with the same period last year. Year-to-date average revenue per -trip is $3.39. Fiscal year-to-date traffic and revenue data are summarized in the table below. The following trip and revenue statistics tables represent all trips taken on the RCTC 91 Express Lanes and associated potential revenue for the months of July 2020 through April 2021. FY 2020-21 Year -to -Date as of April 30, 2021 Trips FY 2020-21 YTD Actual Stantec YTD Projected # Variance % Variance FY 2019-20 YTD Actual Yr-to-Yr Variance FuliTollLanes 8,141,498 10,065,471 (1,923,973) (19,1%) 8,829,951 7.8%) 3+ Lanes 2,082,077 3,270,829 (1,188,752) (36.3%) 2,729,447. (23.7%) Total Gross Trips _ 10,223,575 13,336,300 (3,112,725) (23.3%) 11,559,398' 11.6%) Revenue Full Toll Lanes $34,289,125 $43,291,429 ($9,002,303) (20 8%) $49,143,424 (30 2%) 3+ Lanes $364,789 $0 $364,789 $322,018 13.3% Total Gross Revenue $34,653,914 $43,291,429 ($8,E -,14) (20 0%) $49,465,441 2 Average Revenue per Trip Average Full Toll Lanes $4.21 $4.30 ($0.09) (2.1%) $5.57 (24.4%). Average 3+ Lanes $0.18 $0.00 $0.18 r/ A. /f/fl $0.12 50.0% Average Gross Revenue $3.39 $3 25 $0.14 _ 4.3% $4.28 (20.8%) til.t Express A Lanes 11 RCTC Traffic and Revenue Summary The chart below reflects the total trips broken down between full toll lanes and HOV3+ lanes for FY 2020-21 on a monthly basis. FY 2020-21 Traffic Volume Overview 1.600 000 1 400.000 1 200 000 1 000 000 j 800;000 600 000 400 000 200.000 0 Jul -20 196,613 171,177 222,865 212,374 202,011 203,528 198,844 183,901 771,951 787,711 879,975 763,738 791,824 718,572 729,424 673,879 236,320 254,444] 994,294 1,030,130 Aug -20 Sep -20 Oct -20 Nov -20 Dec -20 Jan -21 Month Feb -21 Mar -21 Apr -21 May -21 Jun -21 ■Full Toil Lanes 41:13+ Lanes The chart below reflects the gross potential revenue breakdown between full toll lanes and HOV3+ lanes for FY 2020-21 on a monthly basis. S5.000 000 S4 500 000 S4 000 000 S3.500 000 53,000 000 m 52 500 000 S2 000.000 S1,500.000 S1 000.000 135.910 533,18.4 136.913 FY 2020-21 Revenue Summary 541,381 53.705.484 $3.450,193 $3,280,797 53.081.096 531.657 635.009 130,432 53,133.295 S3.109,143 $2.867.125 54.210.820 54,107.544 53.343,629 ■ Full Toll Lanes ■ 3+ Lanes Jul -20 Aug -20 Sep -20 Oct -20 Nov -20 Dec -20 Jan -21 Month Feb -21 Mar -21 Apr -21 May -21 Jun -21 et1Express Lanes 12 RCTC PEAK -HOUR VOLUMES In April, there were no toll rates adjusted in response to traffic volumes. A plan is in place to monitor traffic volumes and adjust toll rates as traffic returns to pre-COVID-19 volumes. RCTC EASTBOUND PEAK -HOUR VOLUMES (Monday 03129121 Tuesday 03130121 Wednesday 03131121 Thursday 04101121 !Friday 04102121 PM Time Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400.1500 $10,95 265 1,214 1,479 F 522 95 302 1,146 1,448 F 1500-1600 514.95 301 974 1,275 E 823.95 400 1,001 1,401 F 1600.1700 S7 95 226 1,099 1,325 F 514.95 268 1,056 1,324 F 1700.1800 85 30 244 982 1,226 E 57.95 274 942 1,216 E 1800-1900 $5.30 274 972 1,246 E 55.30 245 667 912 C 1900-2000 82.25 261 713 974 C 5225 259 621 880 C Monday 04105121 Tuesday 04106121 Wednesday 04107121 Thursday 04108121 Friday 04109121 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 55.30 245 1,120 1,365 F 85.30 232 1,108 1,340 F $7 95 273 1,178 1,451 F 510.95 197 1,136 1,333 F 822 95 284 1,130 1,414 F 1500-1600 58.95 275 1,027 1,302 F $9.95 288 1,114 1,402 F 513.95 271 979 1,250 E 514.95 280 1,042 1,322 F S23.95 331 1,025 1,356 F 1600-1700 66.95 198 1,026 1,224 E 56.95 185 1,020 1,205 E 56.95 138 1,080 1,218 E 57.95 171 1,139 1,310 F 514.95 229 1,058 1,287 E 1700.1800 85.30 186 989 1,175 D S5.30 176 968 1,144 D 85.30 197 996 1,193 D 55.30 175 1,082 1,257 E $7.95 216 1,028 1,244 E 1800.1900 $420 193 674 867 C 54.20 232 909 1,141 D $5.30 208 960 1,168 D 55.30 229 1,004 1,233 E $530 219 1,014 1,233 E 1900.2000 82 25 139 440 579 B $2.25 168 493 661 B $2 25 174 555 729 B $2 25 188 626 814 C 5225 223 704 927 C Monday 04112121 Tuesday 04113121 Wednesday 04114121 Thursday 04115121 (Friday 04116121 PM Time Price NOV SOV Vol. LOST. Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS Prlce HOV SOV Vol. LOS 1400. 1500 $5 30 187 1,084 1,271 E $5.30 193 1,008 1,201 E 57 95 171 1,018 1,189 D S10 95 206 1,050 1,256 E 822 95 270 1,201 1,471 F 1500.1600 $8.95 225 1,014 1,239 E $9.95 264 1,117 1,381 F 513,95 215 1,019 1,234 E 51495 204 954 1,158 D 523.95 294 951 1,245 E 1600.1700 $6.95 161 1,131 1,292 E $695 131 984 1,115 D 56.95 190 1,005 1,195 D 57.95 177 1,021 1,198 D $14.95 248 1,056 1,304 F 1700.1800 $5.30 150 1,006 1,156 D $5.30 168 1,038 1,206 E $5.30 189 940 1,129 D 55.30 172 1,046 1,218 E 87.95 208 1,015 1,223 E 1800.1900 $4.20 153 728 881 C $4 20 195 693 888 C 65.30 185 825 1,010 D $5.30 196 984 1,180 D 55.30 256 1,013 1,269 E 1900.2000 $2.25 143 396 539 B 52 25 116 446 562 B 82.25 138 455 593 B 52.25 163 664 827 C S225 201 741 942 C Monday 04119/21 Tuesday 04120121 Wednesday 04121121 Thursday 04122121 IFriday 04123121 PM Time Price HOV SOV ,0S Price HOV SOV VJ S' Price HOV SOV Vol. LOS Price__HOV SOV Vol. LOS Prlce HOV SOV _Vofilik 1400.1500 $5.30 188 968 1,156 D 55.30 167 1,044 1,211 E S795 181 1,068 1,249 E 510.95 184 1,141 1,325 F 52295 150 765 915 C 1500.1600 58.95 227 980 1,207 E $9.95 173 1,050 1,223 E 51395 178 977 1,155 D 514,95 230 1,145 1,375 F 523.95 285 1,153 1,438 F 1600.1700 $6.95 144 1,020 1,164 D $6.95 164 1,036 1,200 D 56.95 165 927 1,092 D $7.95 211 1,130 1,341 F $14.95 272 1,138 1,410 F 1700 - 1800 $5,30 144 1,013 1,157 D $5.30 190 1,039 1,229 E 55.30 182 832 1,014 D 55.30 190 1,044 1,234 E 57.95 190 1,121 1,311 F 1800-1900 $4.20 164 773 937 C $4.20 205 875 1,080 D $5.30 216 683 899 C 55.30 193 963 1,156 D 55.30 240 932 1,172 D 'D 1900.2000 $2 25 149 570 719 B $2.25 126 513 639 B $2 25 146 402 548 B $2 25 141 580 721 B $2 25 239 795 1,034 Monday 04126/21 Tuesday 04127121 Wednesday 04128121 Thursday 04/29121 Friday 04130121 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 55.30 153 982 1,135 D S5 30 169 1,111 1,280 E $7.95 203 1,077 1,280 E 510.95 198 1,111 1,309 F 522 95 270 1,157 1,427 F 1500-1600 $8.95 213 1,002 1,215 E 59.95 190 1,037 1,227 E 513.95 202 964 1,166 D 514.95 231 1,013 1,244 E 523 95 279 1,001 1,280 E 1600-1700 56.95 177 981 1,158 D 56.95 174 1,091 1,265 E 56.95 166 973 1,139 D S7 95 195 1,022 1,217 E 514.95 238 1,067 1,305 F 1700.1800 $5.30 150 882 1,032 D 55.30 175 1,005 1,180 D 85.30 170 944 1,114 D 55.30 193 1,099 1,292 E S7.95 249 1,039 1,288 E 1800-1900 54,20 195 629 824 C 54.20 191 869 1,060 D 55.30 235 938 1,173 D 55.30 258 985 1,243 E 55.30 309 1,017 1,326 F 1900-2000 82,25 114 355 469 B 52.25 146 430 576 B 52.25 165 544 709 B 52 25 162 616 778 B 5225 229 820 1,049 D e.1lf,Express Lanes 13 Eastbound PM Peak - County Line to 1-15 South Monday 03/29121 Tuesday 03130121 Wednesday 03131121 Thursday 04/01121 Friday 04102121 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 55.30 140 836 976 C S5 30 165 679 844 C 1500-1600 65.30 163 742 905 C 55 30 192 671 863 C 1600- 1700 55.30 98 766 864 C $295 123 583 706 B 1700. 1800 $5.30 118 623 741 B 5295 138 650 788 B 1800.1900 5295 152 747 899 C 52.95 154 456 610 B 1900- 2000 $295 166 505 671 B S295 152 358 510 B Monday 04105121 'Tuesday 04106121 Wednesday 04/07121 Thursday 04108121 Friday 04109121 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 65.30 129 732 861 C $5 30 107 730 837 C 95.30 139 843 982 C 55 30 105 763 868 C S5 30 132 723 855 C 1500.1600 55.30 130 821 951 C $5,30 125 920 1,045 D $5.30 126 777 903 C 55.30 150 801 951 C $5,30 158 756 914 C 1600.1700 52.95 113 859 972 C 55.30 104 724 828 C S5-30 90 767 857 C $5.30 101 790 891 C 5295 105 724 829 C 1700. 1800 92 95 100 731 831 C 6295 113 796 909 C S295 100 771 871 C 55.30 102 808 910 C 52.95 136 739 875 C 1800-1900 52.95 95 499 594 B S2 95 124 726 850 C 52.95 118 703 821 C $2-95 112 785 897 C 52.95 119 609 728 B 1900-2000 51.95 77 295 372 A 51.95 82 379 461 B $295 93 447 540 B $2.95 129 440 569 B S2 95 140 480 620 B Monday 04112/21 Tuesday 04113121 Wednesday 04114/21 Thursday 04115121 (Friday 04116121 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price H1_S0V Vol. LOS 1400-1500 55.30 112 774 886 C 55.30 121 733 854 C $5.30 89 717 806 C 55 30 99 733 832 C 55.30 141 734 875 C 1600-1600 55.30 152 764 916 C 55-30 127 914 1,041 D 55.30 97 754 851 C 55.30 125 763 888 C 55,30 127 640 767 B 1600.1700 52.95 100 820 920 C $5 30 91 712 803 C 55,30 102 684 786 B 65.30 98 697 795 B 52.95 134 651 785 B 1700.1800 52.95 82 755 837 C 62.95 100 791 891 C 5295 90 702 792 B 55-30 81 682 763 B 52,95 122 619 741 B 1800.1900 5295 85 509 594 B 52.95 104 586 690 B 6295 99 596 695 B $2295 111 659 770 B $2,95 147 609 756 B 1900-2000 51.95 63 288 351 A 51.95 86 348 434 B S295 57 343 400 A $295 91 448 539 B 5295 129 478 607 B Monday 04119121 1 Tuesday 04120121 Wednesday 04121121 Thursday 04122121 T Friday 04123/21 PM Time Price HOV SOV Vol. LOS Price HOV- SIKILW4111111pPrIca HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400-1500 55 30 77 689 766 B 65 30 74 700 774 B 95.30 109 657 766 B $5 30 101 806 907 C $5.30 79 513 592 B 1500.1600 55.30 107 701 808 C 55 30 117 796 913 C 65.30 94 742 836 C $5.30 121 791 912 C 95.30 132 711 843 C 1600-1700 5295 70 620 690 B 55.30 88 630 718 B S5,30 81 676 757 B $5.30 93 713 806 C 5295 130 698 828 C 1700-1800 9295 72 667 739 B 52,95 89 685 774 B 6295 91 683 774 B $5-30 80 618 698 B S295 103 709 812 C 1800-1900 92.95 83 500 583 B $2.95 117 608 725 B 52.95 99 539 638 B 52.95 106 608 714 B $2 95 122 560 682 B 1900-2000, $1.95 88 397 485 B $1 95 73 351 424 B 5295 81 342 423 B 62.95 73 340 413 B $295 108 486 594 B Monday 04126121 Tuesday 04127121 Wednesday 04128121 Thursday 04129121 Friday 04130121 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 55.30 124 665 789 B 95.30 104 767 871 C 65.30 133 756 889 C $5 30 148 793 941 C 55.30 129 763 892 C 1500.1600 55.30 119 748 867 C 55.30 102 756 858 C $5.30 125 809 934 C $5 30 119 779 898 C 55.30 119 557 676 B 1600.1700 52.95 85 710 795 B 65.30 98 708 806 C $5.30 103 645 748 B $5.30 103 700 803 C 52.95 118 677 795 B 1700.1800 52.95 85 596 681 B 52.95 90 670 760 B 52.95 53 659 712 B 55.30 93 649 742 B $2.95 109 620 729 B 1800.1900 S2.95 87 472 559 B 5295 90 591 681 B 52.95 101 700 801 C 52.95 122 656 778 B 52.95 165 653 818 C 1900.2000 $1-95 83 263 346 A 51.95 74 342 416 B 6295 93 412 505 B 52.95 84 388 472 B S2.95 143 473 616 B e.1lP,Express Lanes �4 RCTC WESTBOUND PEAK -HOUR VOLUMES Monday 03129121 Tuesday 03130121 Wednesday 03131121 Thursday 04101121 Friday 04102121 AM Time Pries 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 55.30 173 596 769 B 52 25 125 333 458 B 0500.0600 99.95 327 1,049 1,376 F 56.95 274 809 1,083 D 0600.0700 510 95 211 806 1,017 D $6.95 160 970 1,130 D 0700.0800 56.95 208 1,247 1,455 F 55.30 126 817 943 C 0600.0900 55.30 140 955 1,095 D S2.25 126 733 859 C 0900-1000 S5.30 147 659 806 C 52.25 151 552 703 B Monday 04105121 Tuesday 04106121 Wednesday 04107121 Thursday 04108121 Friday 04109121 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 55 30 166 630 796 B 55 30 169 647 816 C 55 30 162 712 874 C 55.30 134 577 711 B $2.25 155 366 521 B 0500- 0600 59.95 287 886 1,173 D 59.95 337 1,585 1,922 F 59.95 262 1,262 1,524 F 59.95 337 1,114 1,451 F 56.95 223 880 1,103 D 0600- 0700 59.95 165 1,062 1,227 E 910.95 146 549 695 B 910.95 175 770 945 C 510 95 180 685 865 C 56,95 200 1,256 1,456 F 0700.0800 56.95 173 1,222 1,395 F 96.95 183 1,373 1,556 F 56.95 171 1,372 1,543 F 5695 147 986 1,133 D 95.30 173 1,191 1,364 F 0800-0900 55.30 134 1,022 1,156 D 95.30 142 1,065 1,207 E 55.30 134 1,054 1,188 D S5.30 133 1,210 1,343 E 52,25 112 898 1,010 D 0900. 1000 55 30 106 688 794 B 55.30 120 735 855 C 55.30 112 736 848 C 85.30 104 781 885 C S2 25 137 669 806 C Monday 04112121 Tuesday 04113121 Wednesday 04114121 Thursday 04115121 Friday 04116121 AM Time Pries HOV SOV Vol. LOS Price HOV SOV Vol. LOS,, rIee=,��.:sCIMYii LOS Price HOV SOV Vol. LOS Price HOV SOV M. 0400.0500 55 30 170 603 773 B 55.30 197 630 827 C 55,30 199 486 685 B 55.30 232 484 716 B 92 25 159 355 514 B 0500.0600 59 95 303 965 1,268 E S9,95 390 1,508 1,898 F 59.95 291 1,213 1,504 F 59.95 351 1,259 1,610 F 56.95 263 1,085 1,348 E 0600.0700 59 95 207 1,101 1,308 E 510.95 178 573 751 B $10.95 212 1,265 1,477 F 910.95 248 1,215 1,463 F S6 95 187 1,161 1,348 E 0700 - 0800 56.95 201 1,366 1,567 F $6.95 231 1,407 1,638 F 96.95 216 1,488 1,704 F $6.95 235 1,434 1,669 F 95 30 229 1,280 1,509 F 0800.0900 $5,30 123 1,151 1,274 E 55,30 128 1,227 1,355 F 55.30 124 1,185 1,309 E $5.30 121 1,131 1,252 E S2.25 123 1,004 1,127 D 0900-1000 55.30 84 720 804 C 95.30 88 761 849 C 95 30 101 764 865 C $5.30 101 631 732 B 92 25 105 677 782 B Monday 04119121 Tuesday 04120121 Wednesday 04121121 Thursday 04122121 Friday 04123121 AM Time Price HOV SOV Vol. LOS Price NOV SOV AdaI.OS Price HOV SOV Vol. LOS Pries HOV SOV Vol. LOS Price HOV SMIMM 0400.0500 95.30 223 470 693 B 95.30 214 434 648 B 9530 202 436 638 B $5 30 194 402 596 B 52 25 146 401 547 B 0500.0600 99.95 345 1,178 1,523 F 99.95 358 1,287 1,645 F 99.95 245 829 1,074 D $9.95 282 1,218 1,500 F $6.95 218 1,067 1,285 E 0600. 0700 $9,95 220 1,224 1,444 F 910 95 216 1,368 1,584 F 910.95 207 986 1,193 D 910.95 191 1,360 1,551 F 96 95 187 1,118 1,305 E 0700. 0800 $6.95 229 1,408 1,637 F 56.95 219 1,546 1,765 F 96.95 237 1,183 1,420 F 56 95 222 1,691 1,913 F 55 30 198 1,227 1,425 F 0800.0900 $530 138 1,187 1,325 E 55.30 123 1,451 1,574 F 95.30 168 1,212 1,380 F 55.30 161 1,394 1,555 F $2.25 148 1,043 1,191 D 0900. 1000 $5.30 100 781 881 C 95.30 134 1,132 1,266 E 55 30 116 814 930 C $5.30 107 722 829 C S2 25 99 706 805 C Monday 04126/21 Tuesday 04127121 Wednesday 04128121 Thursday 04/29121 Friday 04130121 AM Time Pries HOV SOV Vol. LOS Pries HOV SOV Vol. LOS Price HOV SOV Vol. LOS Pries HOV SOV Vol. LOS Price HOV SOV Vol. LOS 0400.0500 55.30 191 498 689 B S5.30 209 438 647 B 55.30 203 446 649 B $5 30 234 457 691 B $2 25 197 394 591 B 0500.0600 $9,95 283 1,312 1,595 F $9.95 301 1,140 1,441 F 5995 316 1,256 1,572 F 99.95 294 1,281 1,575 F 56.95 285 1,063 1,348 E 0600.0700 99.95 204 1,181 1,385 F 510.95 202 1,232 1,434 F 510,95 237 1,364 1,601 F 910.95 209 1,302 1,511 F 56.95 192 1,138 1,330 E 0700.0800 56.95 228 1,413 1,641 F $6,95 225 1,391 1,616 F 56,95 259 1,533 1,792 F 56.95 266 1,481 1,747 F 55.30 236 1,147 1,383 F 0800.0900 55.30 115 1,090 1,205 E 95.30 160 1,127 1,287 E 95.30 166 1,600 1,766 F $5.30 173 1,324 1,497 F 52.25 174 1,092 1,266 E 0900 - 1000 55.30 123 775 898 C $5.30 76 671 747 B . 5530 140 1,018 1,158 D $5.30 130 919 1,049 D , S2 25 143 782 925 C • Express I Lanes 15 Westbound AM Peak -1-15 North to County Line Monday 03129121 Tuesday 03130121 Wednesday 03(31121 Thursday 04101121 IFriday 04/02121 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 $2.95 117 341 458 B 52.95 88 279 367 A 0500.0600 $6.85 186 779 965 C $5.30 129 613 742 B 0600 0700 30.85 137 899 1,030 D $5.30 92 719 811 G 0700 - 0800 11 06.85 119 855 974 C S2,95 80 666 746 B 0800 - 0900 $2.95 103 835 938 C 52,95 80 548 628 B 0900.1000 52.95 117 643 760 B 52.95 88 475 563 B Monday 04105121 Tuesday 04106/21 Wednesday 04107121 Thursday 04108121 IFriday 04/09121 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 $2.95 106 405 511 B 52.95 121 369 490 B 52 95 100 411 511 B 62.95 69 278 347 A 52 95 100 309 409 B 0500.0600 S6,85 171 772 943 C S6.85 164 859 1,023 D 56 85 146 853 999 C 56.85 198 819 1,017 D S5.30 125 703 828 C 0600.0700 $6.85 118 1,014 1,132 D 56.85 112 1,085 1,197 D S685 106 1,024 1,130 D $6.85 144 896 1,040 D 55.30 92 851 943 C 0700- 0800 56 85 91 892 983 C $6.85 96 965 1,061 D 56.85 80 948 1,028 D 5685 17 164 181 A 52.95 85 833 918 C 0800 - 0900 $2.95 75 870 945 C S2.95 69 880 949 C 52.95 78 882 960 C 5295 78 1,073 1,151 D 52.95 79 684 763 B 0900. 1000 5295 83 545 628 B S2 95 80 675 755 B 52.95 74 649 723 0 $2 95 72 720 792 B 92.95 78 571 649 B Monday 04112121 Tuesday 04113121 Wednesday 04114121 Thursday 04115121 Friday 04116121 AM Time Price HOV SOV Vol. LOS Price Hay SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 0400.0500 S2.95 101 424 525 B S2.95 125 393 518 B 52 95 58 285 343 A 52 95 89 241 330 A S2 95 75 313 388 A 0500.0600 56.85 191 807 998 C 56.85 206 841 1,047 D $6.85 103 658 761 B 56.85 139 590 729 B 95.30 93 586 679 B 0600-0700 56.85 142 1,029 1,171 D 56,85 146 1,098 1,244 E 56.85 98 786 884 C 96.85 109 744 853 C 55.30 83 646 729 B 0700-0800 $6.85 110 979 1,089 D 96.85 123 953 1,076 D 5685 93 877 970 C 56.85 117 827 944 C 52.95 85 622 707 B 0800-0900 52.95 68 907 975 C 5295 68 935 1,003 D S2.95 62 748 810 C 52.95 58 749 807 C 5295 64 619 683 B 0900 - 1000 $2.95 55 579 634 B 52,95 67 641 708 B 52.95 60 640 700 B 5295 69 598 667 B $2 95 65 530 595 B Monday 04119121 Tuesday 04120121 Wednesday 04121121 Thursday 04122121 Friday 04123121 AM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Price HOV S LOS Price HOV SOV Vol. LOS 0400-0500 92.95 105 294 399 A $2 95 83 257 340 A 52 95 82 271 353 A S295 70 317 387 A 52.95 72 338 410 B 0500-0600 S6,85 147 651 798 B 56.85 161 612 773 B 56.85 137 654 791 B 56.85 137 716 853 C 55,30 127 763 890 C 0600.0700 96,85 113 811 924 C 56.85 92 749 841 C 56.85 92 705 797 B 56.85 96 839 935 C 55.30 98 791 889 C 0700-0800 56.85 102 844 946 C 56.85 93 922 1,015 D 56.85 104 838 942 C 56.85 92 883 975 C 5295 99 806 905 C 0800.0900 52.95 56 807 863 C 52.95 75 871 946 C S2.95 79 953 1,032 D 5295 70 779 849 C 52.95 73 720 793 B 0900.1000 $2.95 68 630 698 B 9295 54 641 695 B 52 95 65 614 679 B 5295 53 624 677 B 52 95 66 453 519 B Monday 04126121 Tuesday 04/27121 Wednesday 04128121 Thursday 04129121 Friday 04130121 AM Time Prlcs 0V Vol. LOS Price HOV SOV Vol. LOS Prie iiiMWE Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 0400. 0500 52.95 81 320 401 B S2 95 99 380 479 B 5295 72 350 422 B $2 95 102 318 420 B 5295 85 292 377 A 0500.0600 56.85 122 761 883 C S6 85 136 793 929 C S6.85 196 917 1,113 D S6.85 145 772 917 C 55.30 150 717 867 C 0600.0700 S6.85 91 827 918 C $6.85 121 998 1,119 D 56.85 178 1,049 1,227 E 96.85 139 935 1,074 D 55.30 91 602 693 B 0700.0800 56.85 78 583 661 B 56.85 118 909 1,027 D 56.85 144 1,060 1,204 E S6.85 125 930 1,055 D 52.95 126 858 984 C 0800 - 0900 52.95 63 688 751 B 5295 66 759 825 C $295 77 899 976 C 5295 72 816 888 C 5295 100 774 874 C 0900. 1000 S295 53 601 654 B 52.95 57 544 601 B S2 95 96 610 706 B 52.95 57 529 586 B 52 95 92 612 704 B &Express Lanes 16 RCTC OPERATIONAL HIGHLIGHTS On -Road Operations RCTC Freeway Service Patrol responded to 87 calls during the month of April. Of those calls, 62 were to assist disabled vehicles, six calls to remove debris, and 19 were in response to accidents in the 91 Express Lanes. 91 Express Lanes BOS Development Update In February, CUSA notified OCTA and RCTC of a delay to the implementation of the new BOS for the 91 Express Lanes for both Orange and Riverside counties as a result of the COVID-19 pandemic. CUSA is the current operator of the 91 Express Lanes for both OCTA and RCTC and is the firm selected for the design, development, and implementation of the new BOS, as well as the customer service center operation, once the current contract expires on June 30, 2021. In anticipation that the future contractor would not be able to meet the go -live date in July 2021, the OCTA Board approved an amendment to the current three -party agreement between CUSA, RCTC, and OCTA, which allowed for six one -month optional extension periods. Staff from both agencies are continuing to work with CUSA to meet the revised anticipated go -live date in October 2021. &Express Lanes 17 FINANCIAL HIGHLIGHTS RCTC RCTC 91 Express Lanes Operating Statement YTD as of : 4/30/2021 YTD Variance Description Actual L Budget Dollar $ Percent (%) Operating revenues: Toll Revenue $ 31,486,625.18 $ 21,462,000.00 $ 10,024,625.18 46.7 Fee Revenue 5,183,319.66 2,042,083.33 3,141,236.33 153.8 Total operating revenues 36,669,944.84 23,504,083.33 13,165,861.51 56.0 Operating expenses: Salaries and Benefits 490,068.01 562,916.67 72,848.66 12.9 Legal Services 91,908.73 291,666.67 199,757.94 68.5 Advisory Services 57,833.86 62,500.00 4,666.14 7.5 Audit and Accounting Fees 31,550.00 30,000.00 (1,550.00) (5.2) Service Fees 1,541.32 16,666.67 15,125.35 90.8 Other Professional Services 439,059.63 2,184,166.67 1,745,107.04 79.9 Lease Expense 228,206.14 408,500.00 180,293.86 44.1 Operations 1,522,405.44 2,489,166.67 966,761.23 38.8 Utilities 20,010.33 68,000.00 47,989.67 70.6 Supplies and Materials 4,690.27 25,000.00 20,309.73 81.2 Membership and Subscription Fees 28,281.50 25,000.00 (3,281.50) (13.1) Office Equipment & Fumiture (Non -Capital) 4,706.87 12,500.00 7,793.13 62.3 M_ nt cnanwir�c,o_ wiairn paiia 94,209.53 304,250.00 210,040.47 b'J-.iJ Training Seminars and Conferences (720.00) 1,916.67 2,636.67 137.6 Transportation Expenses - 3,333.33 3,333.33 100.0 Lodging - 2,916.67 2,916.67 100.0 Meals - 416.67 416.67 100.0 Other Staff Expenses - 416.67 416.67 100.0 Advertising 4,611.25 229,166.67 224,555.42 98.0 Program Management 62,204.53 138,416.67 76,212.14 55.1 Program Operations 5,942,883.60 7,196,416.67 1,253,533.07 17.4 Litigation Settlement - - - N/A Fumiture & Equipment - 254,166.67 254,166.67 100.0 Improvements - - - N/A Bad Debt Expense 4,784.23 - (4,784.23) N/A Total operating expensesi 9,028,235.24 14,307,500.00 5,279,264.76 36.9 Operating income (loss)! 27,641,709.60 9,196,583.33 18,445,126.27 1 200.6 Nonoperating revenues (expenses): Interest Revenue 391,179.63 576,583.33 (185,403.70) 32.2 Other Miscellaneous Revenue 52,435.68 83.33 52,352.35 (62,822.8) Interest Expense (22,234,617.17) (5,933,250.00) (16,301,367.17) 274.7 Total nonoperating revenues (expenses) (21,791,001.86) (5,356,583.33) (16.434.418.53) (306.8) 'Transfers In - - - N/A Transfers Out (643,900.00) (854,416.67) 210,516.67 (24.6) Net income (loss)! $ 5.206,807.74 1 $ 2,985,583.33 1 $ 2,221,224.41 74.4 Unaudited ■ Express 1 Lanes 18 JOINT AGENCY TRIP AND REVENUE STATISTICS MULTI AGENCY TRIP AND REVENUE STATISTICS MONTH ENDING April 30, 2021 MTD Transactions by Agency Transactions Using Both Segments % Using Both Segments Revenue Westbound OCTA 746,614 296,617 40% $2,060,112 RCTC 660,572 296,617 45% $2,069,752 I-15 260,164 195,168 75% $729,556 McKinley 400,408 101,449 25% $1,340,195 Eastbound OCTA 768,779 341,995 44% $2,709,160 RCTC 624,002 341,995 55% $2,185,332 I -15 232,331 134,426 58% $596,281 McKinley 391,671 207,569 53% $1,589,051 JOINT AGENCY TRAFFIC STATISTICS Joint Agency Traffic Statistics 900,000 800,000 700,000 600,000 500,000 400,000 300,000 200,000 100,000 55% OCTA RCTC OCTA RCTC Westbound Eastbound OCTA Transactions RCTC Transactions 1% of OCTA Transactions Using Both Segments a % of RCTC Transactions Using Both Segments ■ Express A Lanes 19 JOINT AGENCY PERFORMANCE MEASURES REPORTING REQUIREMENT I Reporting Period PERFORMANCE STANDARD Apr -21 Performance CUSTOMER SERVICE Call Wait Time _Abandon Rate Customer Satisfaction Monthly: II Monthly. monthly Not to exceed 2 minutes No more than 4.0% At least 75 outbound calls 1:44 2.3% 75 VIOLATION PROCESSING Response Time CUSA Violation Collection Rate CUSA Violation Collection Rate . TRAFFIC OPERATIONS Monthly t]iiarterr Annually Initial & Secondary Reviews Plate Misread Errors CAS Response Time ACCOUNTING_ OCTA Exceptions RCTC Exceptions INFORMATION TECHNOLOGY Within 2 business days of rece1 70% or more ._ 74% or more 1.0 Monthly_ Equal to or less than 15 days Monthly Equal to or less than 0.4% F —I Monthly 0:201minutes) per call 1.5 0.02% 0:06 Monthly Monthly No more than 3 No more than 3 Back -office System Uptime I Monthy Network Uptime Monthly 99% Availability 99% Availability 0 0 100% 100% CUSA = Cofiroute USA; CAS = OCTA Customer Assistance Specialists * Plate Misread Error performance is current after a 60 -day hold -back period; therefore, percentage reported here is for two months prior to the month of this report. JOINT AGENCY TRANSPONDER DISTRIBUTION T21 TRANSPONDER DISTRIBUTION April -21 March -2-I l - Tags . of Total Tags % of Total FY 2020-21 Average To -Date Issued To New Accounts Additional Tags to Existing Accounts Replacement Transponders Total Issued 1,425 98.4% 11 0.8% 12 0.8% 1,448 Returned Account Closures Accounts Downsizing Defective Transponders 4,623 100.0% Total Returned 4,623 1.373 98.1% 810 97.1% 15 1.1% 15 1.7% 11 0.8% 10 1.2% 1.404 835 5,821 5,821 835 21.6% 0 0.0% 100.0% 3,038 78.4% 3,873 Express l (Lanes 20 6C TRANSPONDER DISTRIBUTION April -21 March -21 Tags % of Total Tags % of Total FY 2020-21 Average To -Date Issued To New Accounts Additional Tags to Existing Accounts Replacement Transponders Total Issued 39,080 27 38,108 Returned Account Closures Accounts Downsizing Defective Transponders Total Retumed 99 9% 0.1% 0 0% 66,550 99 9% 55 0.1% 0 0.0% 66,605 r 28,618 99 9% 25 al% 1 0.0% 28,645 -7 MIL At the end of April 2021, the 91 Express Lanes had 152,123 active customer accounts and 555,644 transponders classified as assigned. Number of Accounts by FY As of April 30, 2021 160,000 - 140,000 - 120,000 - 100,000 - 80,000 - 60,000 - 40,000 - 20,000 - 116,813 119,782 114,138 112,584 112,473 112,929 113,672 11 . N. N.^- N. N. yR N. N..`° N. N. N. •ti0 'i>"00 y0 ,�y N- N, i, y�i .yam .y'V .yam �� .1' 130,048 148,054 149,803 152,123 140,694 Fiscal Year Incoming Email Activity During April, the Anaheim Processing Center received 4,000 emails. * Express l Lanes 21 Operational Activity Amid concerns about the spread of COVID-19 and following the State of California's guidance to help reduce its spread, the 91 Express Lanes Customer Walk -In Center was closed in March 2020 and will remain so until further notice. Operational activities in the Anaheim and Corona locations continued to function with a combination of remote workers and core staff located at the facilities. Core essential functions include aiding stranded motorists, providing incident management services, and dispatching emergency vehicles through the traffic operations center. The call center remains open to respond to customer service and violation calls. • Express J Lanes 22 OCTAL RIVERSIDE COUNTY TRANSPORTATION COMMISSION June 4, 2021 To: State Route 91 Advisory Committee From: Darrell E. Johnson, Chief Executive Officer, OCTA Anne Mayer, Executive Director, RCTC •� ,f 4 Subject: Draft 2021 State Route 91 Implementation Plan Overview The Orange County Transportation Authority and the Riverside County Transportation Commission annually prepare a plan for potential improvements along the State Route 91 corridor between State Route 57 in Orange County and Interstate 15 in Riverside County. The plan includes a listing of proposed improvements, preliminary cost estimates, and potential implementation timeframes. These improvements are sponsored by various agencies, such as the Orange County Transportation Authority, the Riverside County Transportation Commission, the Transportation Corridor Agencies, the Califomia Department of Transportation, and cities along the corridor. The Draft 2021 State Route 91 Implementation Plan is provided for information purposes. Recommendation Receive and file as an information item. Background SB 1316 (Chapter 714, Statutes of 2008) requires the Orange County Transportation Authority (OCTA) and the Riverside County Transportation Commission (RCTC) to annually prepare a plan for potential improvements along the State Route 91 (SR -91) corridor between State Route 57 (SR -57) in Orange County and Interstate 15 (1-15) in Riverside County. The Draft 2021 SR -91 Implementation Plan (Plan) serves as a snapshot of current and planned activities within the SR -91 corridor. The Plan describes projects, transportation benefits, and anticipated costs and schedules to implement through the post -2035 timeframe. The intent of the Plan is to provide a compilation of information for projects along the SR -91 corridor. This Plan was prepared in consultation with the California Department of Transportation (Caltrans), the Transportation Corridor Agencies (TCA), and the cities of Anaheim, Corona, Orange, and Yorba Linda. Orange County Transportation Authority 550 South Main Street/P.0. Box 14184 / Orange / Califomia 92863-1584 / (714) 560-OCTA (6282) Draft 2021 State Route 91 Implementation Plan Page 2 Discussion Since 2003, substantial progress has been made in improving the SR -91 corridor. Over $1.9 billion has been invested with the completion of nine projects, including the addition of 66.5 lane miles throughout the SR -91 corridor. Average daily traffic throughput has also increased by 15 percent. This indicates that improvements within the corridor have helped alleviate population growth and employment between Orange and Riverside counties by enhancing capacity and improving mobility. Completed projects include: • Green River Road Overcrossing Improvement Project; • North Main Street Corona Metrolink Parking Structure Project; • Eastbound (EB) 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 (WB) lane addition at Tustin Avenue; • Metrolink service improvements; • SR -91 Corridor Improvement Project initial phase; • Express Bus Service; 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. Information for projects in the Plan is updated annually. This ensures that the planning and implementation of each project is carefully coordinated to determine the appropriate timing to provide maximum benefits within the SR -91 corridor. Additionally, projects in the corridor should be coordinated to minimize construction impacts to commuters and the surrounding communities. In the future, operational analysis by OCTA and RCTC will be prepared for each project before implementation to ensure that the projects meet the OCTA and RCTC goals for the SR -91 corridor. Draft 2021 State Route 91 Implementation Plan Page 3 In October 2019, a consensus was reached that set the stage for a series of projects included in the Plan to be implemented sequentially to improve the SR -91 corridor. OCTA, RCTC, TCA, Caltrans District 8 and District 12, as well as Caltrans Headquarters agreed to project sequencing in order to enable the streamlining of the SR-241/SR-91 Tolled Express Lanes Connector Project while minimizing impacts to the SR -91 corridor. The agencies reached consensus on a program of projects and sequencing as follows: 1. 15/91 Express Lanes Connector 2. SR -91 Corridor Operations Project 3. SR-71/SR-91 interchange improvements* 4. SR-241/SR-91 Tolled Express Lanes Connector *Note: SR-241/SR-91 Tolled Express Lanes Connector is not dependent upon completion of SR-71/SR-91 interchange improvements. Coordination efforts for the Plan (Attachment A) resulted in various updates to project status, costs, and schedules. Projects included in the Plan are organized as follows: Orange County projects, Riverside County projects, and bi-county projects. • Orange County projects include three improvements at a total cost of approximately $524 million: o SR -91 improvements between SR -57 and SR -55; o Anaheim Canyon Metrolink Station improvements; and o Placentia Metrolink Rail Station. • Riverside County projects include three improvements, totaling over $390 million: o 15/91 Express Lanes Connector; o SR-71/SR-91 interchange; and o Improvements east of 1-15. • Bi-county projects, which benefit both Orange and Riverside counties, total over $288 million and include: o SR -91 Corridor Operations Project; o Sixth general-purpose lane addition from SR -241 to SR -71; and o SR-241/SR-91 Tolled Express Lanes Connector. Due to the effects of the coronavirus (COVID-19) pandemic, the 2020 traffic patterns are not considered a true reflection of the typical existing conditions nor as a proper baseline to forecast the future demand and operations of the SR -91 corridor. Daily travel demand on the SR -91 corridor shifted from an uptrend of four percent in January and February 2020 compared to the same months in 2019. Draft 2021 State Route 91 Implementation Plan Page 4 There was a 12 percent reduction in March 2020 and a reduction of 30 percent in April 2020, when compared to the respective months in 2019. From May 2020 through December 2020, the SR -91 traffic demand changes varied from three percent to 16 percent lower than the same months in 2019. Therefore, the pre-COVID-19 traffic conditions are being utilized for the 2021 Plan. The operations analysis quantified travel time savings for WB morning and EB afternoon conditions for the capacity -enhancing projects in 2030 and beyond. The WB morning traffic analysis results indicate that for the year 2030 forecasts, travel times are anticipated to improve in Riverside County (by about six minutes), and in Orange County (by about 11 minutes). The EB afternoon traffic analysis indicates that for the year 2030 forecasts, travel times in Riverside County are anticipated to improve (by about seven minutes), and increase (by about 11 minutes) in Orange County. OCTA and RCTC will continue monitoring the SR -91 traffic pattern changes throughout 2021. If traffic conditions show a trend of normalization, then the traffic analysis will be updated for the 2022 Plan. 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 the following concepts: • Elevated four -lane facility between SR -241 and 1-15 (MIS Corridor A); • Anaheim to Ontario International Airport high-speed ground transportation system; • Irvine -Corona Expressway (ICE) from SR-241/State Route 133 to I-15/Cajalco Road; • Connector improvements at the SR-91/SR-55 interchange; C EB fifth lane addition near SR -241; and • Improvements at Fairmont Boulevard. The projected cost of the conceptual improvements exceeds $14 billion, and the implementation would require a significant amount of planning, design, external funding, and future policy and public input. Staff continues to monitor the financial viability and geotechnical feasibility of the ICE concept as requested by the SR -91 Advisory Committee and the Riverside Orange Corridor Authority in 2010. A review of recent tunneling projects shows feasibility for the ICE tunnel concept is slowly improving as tunneling technology progresses. Technology has not advanced to the point where long, wide highway tunnels can be constructed at a reasonable, fundable, or viable cost. However, modern boring methods have lowered the cost on smaller, shorter tunnels. If this scales to larger tunnels, then the ICE corridor could become more feasible. Although some tunneling projects have been completed in California with similar lane configurations as the ICE concept, without significant state and federal funding, this project will be a major challenge to complete. Draft 2021 State Route 91 Implementation Plan Page 5 Summary OCTA and RCTC have completed the 2021 update to the Plan required by SB 1316. As the Plan is updated annually, it is important to ensure that projects are coordinated in such a way that they provide maximum benefits to the SR -91 corridor. This would be achieved through implementing projects that optimize the operations of the corridor and the 91 Express Lanes. The Plan serves as a compilation of future potential projects and project -level decisions can be made when individual projects are being considered for implementation. Traffic conditions on the SR -91 corridor are expecting continued changes due to uncertainties related to the COVID-19 pandemic. OCTA and RCTC will continue monitoring the SR -91 traffic pattern changes throughout the 2021 year. Attachment A. Draft State Route 91 Implementation Plan 2021 H I I Mk. f"11VIC11 1 H OCTA STATE ROUTE 91 I M P L E M E N T A T I O N P L A N 2 0 2 1 D R A F T RIVERSIDE COUNTY TRANSPORTATION COMMISSION PREPARED BY: Michael Baker INTERNATIONAL OCTA PF RIVERSIDE COUNTY TRANSPORTATION COMMISSION STATE ROUTE 91 (SR -91) IMPLEMENTATION PLAN EEPING MOTORISTS MOVING ON THE SR -91 CORRIDOR Every year since 2003, OCTA, RCTC, and stakeholders have worked collaboratively to review a program of projects along the SR -91 corridor. COMPLETED EFFORTS BENEFITS Orange County • 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 PROJECT Eastbound Lane Addition (SR -241 to SR -71) Fifth Lane Addition (SR -55 to SR -241) Westbound Lane at Tustin Avenue COST (MILLIONS) $51.2 $85.2 $43.2 Riverside County Green River Road Overcrossing $24.3 North Main Street Corona Metrolink Parking Structure $25 91 Corridor Improvement Project (Initial Phase) $1,407 La Sierra Metrolink Parking Improvements $6.3 Bi-County Orange County Metrolink Service Improvements Express Bus Service PROJECT SR -91 Improvements (SR -57 to SR -55) $249 $6 COST (MILLIONS) $460 Anaheim Canyon Metrolink Station Improvements $29.8 COMPLETION 2010 2013 2016 2009 2009 2017 2019 2016 2019 CURRENT PHASE Final Design Final Design Placentia Metrolink Rail Station $34.8 Riverside County Bi-County 15/91 Express Lanes Connector $270 SR-71/SR-91 Interchange Improvements $121 Improvements East of 1-15 SR -91 Corridor Operations Project TBD $38 6th General Purpose Lane Addition (SR -241 to SR -71) SR-241/SR-91 Tolled Express Lanes Connector LOCATION Elevated 4 -Lane Facility (MIS Corridor A) from SR -241 to 1-15 (Post -2035) TBD $250 Final Design Final Design Final Design Environmental Construction Preliminary Engineering Final Design COST (MILLIONS) Anaheim to Ontario International Airport Maglev High Speed Rail (Post -2035) $2,720 $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 Fairmont Boulevard Improvements $31 $76.8 Orange County Transportation Authority • 550 S. Main Street Orange, CA 92868 TABLE OF CONTENTS Table of Contents i Section 1: 2021 Status Report and Update 1 Section 2: Implementation Plan 13 Orange County Projects 14 Riverside County Projects 18 Bi-County Projects 22 Appendix A - Post -2035 and Conceptual Projects 26 Appendix B - COMPLETED PROJECT EXHIBITS 33 Appendix C - REFERENCES 43 2021 SR -91 IMPLEMENTATION PLAN SECTION 1: 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. 2021 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 (1-15) in Riverside County to the Orange/Los Angeles Counties border. Consequently, the public agencies were barred from adding new lanes, improving interchanges, and adding other improvements to decrease congestion on the SR -91 freeway. Recognizing the need to eliminate the non -compete provision of the franchise agreement, Governor Gray Davis signed Assembly Bill 1010 (Lou Correa) (AB 1010) into law in September 2002, paving the way for much - needed congestion relief for thousands of drivers who use SR -91 to travel between Riverside and Orange Counties each day. The bill allowed the Orange County Transportation Authority (OCTA) to purchase the 91 Express Lanes franchise and eliminate non -compete clause that prohibited capacity -enhancing improvements from being made to SR -91. Although the 91 Express Lanes operate within a 10 -mile stretch of Orange County, between SR -55 and Orange/Riverside county lines the franchise technically allowed operation of toll lanes into Riverside County. The purchase agreement for the 91 Express Lanes was completed on January 3, 2003, placing the road in public hands at a cost of $207.5 million. With the elimination of the non -compete STATUS REPORT AND UPDATE provision through AB 1010 and the subsequent 91 Express Lanes purchase by OCTA, Orange County and Riverside County public officials and Caltrans Districts 8 and 12 have been coordinating improvement plans for SR - 91. Senate Bill 1316 (Lou Correa) (SB 1316) was signed into law in September 2008 as an update to the provisions of AB 1010. SB 1316 authorizes OCTA to transfer its rights and interests in the Riverside County portion of SR -91 toll lanes by assigning them to the Riverside County Transportation Commission (RCTC) and authorizes RCTC to operate tolls for 50 years. In 2017, RCTC opened the extension of the 91 Express Lanes to traffic into Riverside County with completion of the initial phase of the SR -91 Corridor Improvement Project (see Appendix B). SB 1316 also requires OCTA and RCTC, in consultation with Caltrans, to continue to issue an annual SR -91 Implementation Plan (Plan) for SR -91 improvements between State Route 57 (SR -57) and 1-15. The Plans prior to adoption of SB 1316 included a westerly project limit of SR -55. The Plan establishes a program of potential improvements to relieve congestion and improve operations in the SR -91 corridor. The 2021 Plan fulfills the requirement to provide the State Legislature with an annual Implementation Plan for SR -91 improvements and builds on the 2020 Plan. This year's update includes concepts that were identified in the 2006 Riverside County — Orange County Major Investment Study (MIS) as well as other project development efforts, including the RCTC 10 -Year Western County Highway Delivery Plan that outlines a number of projects such as the extension of the 91 Express Lanes from the Orange/Riverside County line to 1-15. The projects included in the 2021 Plan have been infused with various sources of local, state, and federal funding. The 2021 Plan includes overviews, status summaries, and proposed costs and schedules for project packages to improve mobility on SR -91. Also included are conceptual lane diagrams (as appropriate), and discussions of key considerations that need to be addressed in the planning and development of each project. This Plan will provide OCTA, RCTC, and Caltrans with a framework to 2021 SR -91 IMPLEMENTATION PLAN 1 implement SR -91 and other related improvements. Future annual Plan updates will continue to refine the scope, cost, and schedule of each project included in this version of the Plan. 91 EXPRESS LANES TOLL POLICY GOALS With the completion of the State Route 91 Corridor Improvement Project's initial phase in spring 2017, there are now approximately 18 miles of Express Lanes between Orange and Riverside counties. OCTA and RCTC have adopted goals for the 91 Express Lanes to continue to maintain a safe, reliable, and predictable travel time for express lane users traversing seamlessly between the two counties. The goals below take into consideration the 91 Express Lanes as well as the SR -91 corridor at large. These guiding principles include: • optimizing vehicle throughput at free flow speeds; • increasing average vehicle occupancy; • balancing capacity and demand to serve customers who pay tolls as well as carpoolers (3+) who are offered discounted tolls; • paying debt service and maintaining debt service coverage; • generating sufficient revenue to sustain the financial viability of the 91 Express Lanes; and • when appropriate, reinvesting net revenues on the SR -91 corridor to improve regional mobility. PROJECT ACCOMPLISHMENTS Much progress has been made since the initial 2003 SR -91 Implementation Plan was approved. The 2021 Plan includes select completed project exhibits as a historical reference (see Appendix B). Completed Construction/Improvement Projects The following improvements have been constructed or implemented: ❖ Repaved and sealed pavement surfaces, restriped, and replaced raised channelizers on the 91 Express Lanes. ❖ On EB SR -91 the roadway was restriped, and the median barrier was reconstructed. This project removed the CHP enforcement area and extended the EB auxiliary lane from SR -71 to the Serfas Club Drive off -ramp. ❖ The WB auxiliary lane was extended between the County line and SR -241. This project eliminated the lane drop at the 91 Express Lanes and extended the existing auxiliary lane from the County line to SR -241 in the westbound direction. This improvement minimized the traffic delays at the lane drop area, resulting in improved vehicle progression. ❖ On WB SR -91 the roadway was restriped to extend the auxiliary lane between SR -71 and the County line. This resulted in a new continuous lane between SR -71 and SR -241. ❖ Safety Improvements were constructed at the Truck Scales. Existing shoulders were improved, lanes were re -striped, illumination improved, and signage was modified into and out of the EB facilities. ❖ Green River Road overcrossing replacement (see Appendix B). ❖ Metrolink parking structure at the North Main Street Corona Metrolink Station (see Appendix B). ❖ EB SR -91 lane addition from SR -241 to SR -71 (see Appendix B). ❖ Additional SR -91 WB and EB travel lane between SR -55 and SR -241 (see Appendix B). ❖ SR -91 WB bypass lane to Tustin Avenue at SR -55 (see Appendix B). ❖ Metrolink Service Improvements (see Appendix B). ❖ Initial SR -91 Corridor Improvement Project (CIP) (see Appendix B). ❖ La Sierra Metrolink Parking Improvements (see Appendix B) ❖ Express Bus Service (see Appendix B) These projects provide enhanced freeway capacity and/or improved mobility for one of the most congested segments of SR -91. The completed EB SR -91 lane addition project from SR -241 to SR -71 (see Appendix B) has improved highway operations. This project reduced travel time by approximately 20 minutes during its opening year. The Initial CIP project has provided significant benefits to drivers on SR -91. This $1.4 billion investment project included widening SR -91 by one GP lane in each direction east of SR -71, adding collector -distributor (CD) roads and direct south connectors at I-15/SR-91, extending the 91 2021 SR -91 IMPLEMENTATION PLAN 2 Express Lanes to 1-15, 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 (1-5). This project added one WB general purpose lane and removed the dedicated exit lane to State College Blvd from the SB SR -57 to WB SR -91 Connector that contributed to operational issues due to the short weaving distance. While this project falls just to the west of the limits for the Plan study area, it will have an influence on operations within the Plan area. In addition, there are two projects that impact future SR -91 widening projects. The first is the $2.8 billion U.S. Army Corps of Engineers (Corps) Santa Ana River Mainstem project that provides flood protection from the recently improved Prado Dam (near SR -71) to the Pacific Ocean. The project includes many features that have already been completed, including improvements to Seven Oaks Dam, 30 miles of levees and modifications to original project features including raising the Prado Dam embankment and installation of new, larger capacity outlet works. The Corps and Orange County Flood Control District recently amended a cooperative agreement which would allow the Corps to use federal funds under the Bipartisan Budget Act to complete select features of the project. 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. This project was completed in 2014. SR -91 project teams have coordinated with the Corps, Orange County Flood Control District, Caltrans, and other federal, regional, and local agencies ito accommodate planned SR -91 improvements adjacent to the Santa Ana River. Completed Designs and Reports There are various project development phase documents (Feasibility Reports, Studies, PSR, PA/ED, or PS&E) that are completed, or are in draft form and anticipated to be approved that identify mobility improvements. These documents include: ❖ MIS — Final Project Report: Locally Preferred Strategy Report (January 2006). ❖ Renewed Measure M Transportation Investment Plan (November 2006). ❖ RCTC 10 -Year Western County Highway Delivery Plan (December 2006). ❖ SR-91/Fairmont Boulevard Feasibility Study (December 2009). ❖ Corridor System Management Plan (CSMP) Orange County SR -91 Corridor Final Report (August 2010). ❖ Renewed Measure M Early Action Plan, approved August 2007 and subsequently renamed as the Capital Action Plan (April 2011). ❖ PSR-PDS for SR-241/SR-91 Tolled Express Lanes Connector (January 2012). ❖ Project Report & Environmental Document for 91 Corridor Improvement Project (October 2012) ❖ PSR-PDS on SR -91 between SR -57 and SR -55 (October 2014). ❖ SR-71/SR-91 Interchange Environmental Phase (2011) and Final Design (2015). ❖ 2020 Next 10 Delivery Plan approved by OCTA Board, (October 2020). ❖ Project Report & Environmental Document for 15/91 Express Lanes Connector (June 2019) ❖ Project Report & Environmental Document for 91 Corridor Operations Project (April 2020) ❖ Project Report & Environmental Document for SR-241/SR-91 Tolled Express Lanes Connector (April 2020). SR -9 1 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 1-15 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. 2021 SR -91 IMPLEMENTATION PLAN 3 Existing Traffic Conditions Summary Similar to other parts of the state, traffic conditions on Orange County roadways including the SR -91 corridor encountered significant variations in 2020. Due to the COVID-19 pandemic, the Stay -at -Home Order was imposed in mid -March of 2020 and this significantly influenced travel patterns. Daily travel demand on the SR - 91 corridor shifted from an uptrend of 4% in January and February of 2020 compared to the same months in 2019, to a reduction of 12% in March and a reduction of 30% in April, when compared to the respective months in 2019. From May 2020 through December 2020, the SR -91 traffic demand changes ranged from 3% to 16% lower than the same months in 2019 (see Figure 1). Figure 1 SR -91 ADT Changes (2019-2020) Jan Fr' '�7 1Aar 10% -25% -30% Apr May Jun ;ul Aug Sep • Nth, Dec Due to the effects of the COVID-19 pandemic, the 2020 traffic patterns are not deemed as a true reflection of the typical existing conditions nor as a proper baseline to forecast the future demand and operations of the SR -91 corridor. Therefore, the 2019 traffic conditions are being utilized for the 2021 Plan. Traffic conditions on the SR -91 corridor are expecting continued changes due to uncertainties related to the COVID-19 effect. OCTA and RCTC will continue monitoring the SR -91 traffic pattern changes throughout the year of 2021. If traffic conditions are showing a trend of normalization (reverting back to pre -pandemic conditions), then the traffic analysis will be updated for the 2022 Plan. A review of the 2019 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 peak period of 6 a.m. to 10 a.m. in the westbound direction and the peak period of 3 p.m. to 7 p.m. in the eastbound direction. Due to the high demand, congestion in the corridor occurs before and after the peak periods. The eastbound afternoon conditions tend to be exacerbated by the lack of receiving capacity in the Riverside County portion of the SR -91 corridor. Accordingly, RCTC is working closely with Caltrans District 8 to sponsor improvements that will provide congestion relief for the eastbound afternoon condition. Some of these improvements include the 15/91 Express Lane Connector, SR-71/SR-91 Interchange, and Improvements East of 1-15. The following is a summary of the deficiencies identified along the SR -91 corridor: ❖ Heavy traffic volumes to/from 1-15 converge with the SR -91 and increase delay during the morning and evening peak hours. ❖ SR -71 traffic demand as well as physical and operational constraints for the EB SR -91 to NB SR -71 connector contribute to mainline and EB SR -91 corridor delays. ❖ Traffic entering the WB SR -91 from the Green River Road and SR -71 on -ramps contribute to mainline congestion during the AM peak period. ❖ High traffic volumes entering the freeway from Gypsum Canyon Road, Santa Ana Canyon Road, Green River Road, Weir Canyon Road, Imperial Highway and Lakeview Avenue contribute to congestion on the SR -91 mainline. ❖ One of the two lanes from the Eastern Transportation Corridor (State Route 241) connector is dropped at the merge to EB SR -91 causing additional congestion on the EB SR -91 general purpose lanes. 2021 SR -91 IMPLEMENTATION PLAN 4 V' 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. V' 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. V' 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. V' A lane drop on EB SR -91 at SB SR -241 creates a chokepoint. Logical Project Sequencing As noted, the SR -91 Corridor in Riverside County, in the EB direction, lacks the receiving capacity during the afternoon peak period which creates a bottleneck condition. Due to the high levels of congestion experienced on this segment of the corridor, there is sensitivity to any changes that may affect traffic operations. Without first addressing the congestion in Riverside County, any performance or capacity enhancing projects upstream would further exacerbate congested conditions causing additional delays and queueing. Therefore, projects that have the potential to impact demand and/or provide additional capacity in the EB direction should be considered in a logical sequence to ensure that there is sufficient receiving capacity in Riverside County. In October 2019, a consensus was reached between OCTA, RCTC, Caltrans, and the TCA that would set the stage for a series of projects to be implemented in sequential order to improve the SR -91 corridor. OCTA, RCTC, TCA, and Caltrans, Districts 8 and 12, as well as Caltrans Headquarters directors, worked through five major issues. This framework will enable the streamlining of the implementation of the SR-241/SR-91 Tolled Express Lanes Connector project while minimizing impacts to the 91 corridor. The subject matter of the multi - agency consensus is outlined below: 1. Setting priorities for SR -91 corridor projects to reduce construction -related impacts; 2. Allowing completion of the environmental approval process and updating related programming documents; 3. Clarifying lead agencies for final design, construction, and maintenance; 4. Identifying the principal funding agency for final design, construction, and maintenance; and 5. Designating lead agencies for retaining toll revenue and toll setting/operational control. Based on the above framework, the agencies reached consensus on a 91 Corridor program of projects and sequencing as outlined below: V' 15/91 Express Lanes Connector V' SR -91 Corridor Operations Project V' SR-71/SR-91 Interchange Improvements* V' SR-241/SR-91 Tolled Express Lanes Connector *Note: SR-241/SR-91 Tolled Express Lanes Connector is not dependent upon completion of SR-71/SR-91 Interchange Improvements 2021 SR -91 IMPLEMENTATION PLAN 5 PROJECT SUMMARY Many of the highway projects and concepts identified in this 2021 Plan are based on the MIS that was completed in January 2006. The projects are presented in the following groups: Orange County Projects, Riverside County Projects and Bi-County Projects. The stage of development for each project, such as planning, final design, construction, or procurement and implementation, varies as noted in the project summaries. Table 1 summarizes the various planned projects, concept projects, and completed projects. For details on each project refer to Section 2 for planned projects and Appendix B for selected complete projects: ❖ The Orange County projects have a total cost of approximately $524 million. The projects include the SR -91 improvements between SR -57 and SR -55, Anaheim Canyon Metrolink station improvements, and Placentia Metrolink rail station. ❖ The Riverside County projects have a total cost of over $391 million. The improvements include: a 15/91 Express Lanes Connector, the SR-71/SR-91 Interchange Improvements, and the SR -91 improvements east of 1-15. ❖ The Bi-County projects benefit both Orange and Riverside Counties. The total cost for the Bi-County projects exceeds $288 million. The improvements include: SR -91 Corridor Operations Project, a Sixth General Purpose Lane Addition (SR -241 to SR -71), and a SR-241/SR-91 Tolled Express Lanes Connector. Traffic Analysis For the 2021 Plan, the traffic analysis for major SR -91 capacity projects used the Caliper TransModeler software model and traffic data calibrated to reflect existing traffic patterns of 2019 as described in the prior section. This traffic simulation model provides a better depiction of actual travel delays experienced by motorists compared to traditional travel demand models. The model can be used to analyze freeway bottlenecks sometimes neglected in traditional travel demand models. This approach is especially important given high SR -91 traffic volumes and the potential for relatively few vehicles to significantly slow down traffic. For example, a minor freeway Table 1— SR -91 Implementation Plan Projects Project Summary Cost ($M) Orange County Projects SR -91 Improvements between SR -57 and SR -55 Anaheim Canyon Metrolink Station Improvements Placentia Metrolink Rail Station SUBTOTAL 460 29.8 34.8 524.6 Riverside County Projects 15/91 Express Lanes Connector SR-71/SR-91 Interchange Improvements SR -91 Improvements East of 1-15 SUBTOTAL 270 121 TBD 391+ Bi-County Projects SR -91 Corridor Operations Project Sixth General Purpose Lane Addition (SR -241 to SR -71) SR-241/SR-91 Tolled Express Lanes Connector SUBTOTAL 38 TBD 250 288+ Concept Project Summary Cost ($M) Conceptual Projects Elevated 4 -Lane Facility (MIS Corridor A) from SR -241 to 1-15 2,720 Anaheim to Ontario International Airport Maglev High Speed 2,770 — Raii 3,200 Irvine -Corona Expressway (ICE) 4 -Lane Facility from SR- 8,855 241/SR-133 to I-15/Cajalco Road Westbound SR -91 to Southbound SR -55 Improvements Eastbound SR -91 Fifth Lane Addition at SR -241 Fairmont Boulevard Improvements SUBTOTAL 75-150 31 76.8 14,527.8- 15,032.8 Completed Project Summary Since 2006 (Constructed Cost ($M) Year) Green River Road Overcrossing Replacement (March 2009) North Main Street Corona Metrolink Station Parking Structure 25 (June 2009) Eastbound Lane Addition from SR -241 to SR -71 (September 51.2 2010) Widen SR -91 between SR -55 and SR -241 by Adding a 5'h GP 85.2 Lane in Each Direction (January 2013) SR -91 WB Lane at Tustin Avenue (April 2016) 43.2 Metrolink Service Improvements (June 2016) 249 Initial Phase CIP: Widen SR -91 by One GP Lane in Each 1,407 Direction East of Green River Rd, CD Roads and I-15/SR-91 Direct South Connector, Extension of Express Lanes to 1-15 and System/Local Interchange Improvements (2017) Express Bus Service (2019) La Sierra Metrolink Parking Improvements (2019) SUBTOTAL 24.3 6 6.3 1,897 2021 SR -91 IMPLEMENTATION PLAN 6 merging area can cause many vehicles to slow, cascading delay through the traffic stream, and rapidly decreasing both speed and volume for major segments of the freeway. The metrics reported in the Plan include travel time from the beginning to the end of the study corridor and vehicle hours of delay experienced on study corridor, which both focus on operations for vehicles on SR -91. A third metric includes vehicles served by the system in the study corridor and takes into consideration vehicles on ramps and freeways that feed into or are fed by SR -91 in the study area. The operations analysis quantified travel time savings for WB morning and EB afternoon conditions for the following major capacity enhancing projects: Year 2030 ❖ SR -91 Improvements between SR -57 and SR -55 ❖ 15/91 Express Lanes Connector ❖ SR-71/SR-91 Interchange Improvements ❖ SR -91 Corridor Operations Project ❖ SR-241/SR-91 Tolled Express Lanes Connector Year 2045 ❖ Projects completed in 2030 ❖ SR -91 Improvements East of 1-15 ❖ SR -91 Sixth General Purpose Lane Addition ❖ Fairmont Boulevard Improvements Westbound Analysis The WB morning (a.m.) traffic analysis results indicate that for the year 2030 forecasts, peak hour travel times are anticipated to improve in Riverside County (by about 6 minutes) and in Orange County (by about 11 minutes). In addition to decreasing travel time, overall vehicle hours of delay in the corridor will decrease (by about 20 percent), while the entire system is serving more vehicles (by about 9 percent). Bottlenecks are anticipated at the Orange - Riverside County line and at the SR -241 interchange/Gypsum Canyon interchange area. The main bottlenecks in Riverside County will be relieved due to the completion of proposed projects. The bottleneck at the SR -55 interchange will also be relieved. However, with the additional vehicles traveling downstream, there is additional congestion at the SR -57 interchange. For the year 2045, travel times are anticipated to decrease (by about 16 minutes) in Riverside County, and increase (by about 23 minutes) in Orange County when compared to 2030. Overall vehicle hours of delay will increase (by about 68 percent) in the corridor, but the number of vehicles the system is serving will increase (by about 6 percent). Bottlenecks appear at SR -71 and at SR -57. Due to the SR -71 Corridor Improvement Project, there is a large increase of vehicles going to and from SR -71. Travel time in Orange County shows an increase in 2045 due to the growth in traffic, projects relieving congestion upstream allowing more vehicles to travel downstream, and no additional capacity enhancing projects in Orange County. OCTA and RCTC are exploring multi -modal opportunities on, or adjacent to, the SR -91 corridor that could provide additional congestion relief. Express Lanes in the westbound direction operate satisfactorily in all the analysis years. Eastbound Analysis The EB evening (p.m.) traffic analysis indicates that for the year 2030 forecasts, peak hour travel times are anticipated to decrease (by about 7 minutes) in Riverside County and increase (by about 11 minutes) in Orange County. Although the overall travel time through the corridor will increase slightly, the vehicle hours of delay will decrease (by about 25 percent) and the number of vehicles served by the system will increase (by about 12 percent). The major bottleneck still occurs at the county line. Improvement projects near SR -55 and 1-15 should alleviate congestion in those areas. For the year 2045, travel times are anticipated to increase (by about 4 minutes) in Riverside County and decrease in Orange County (by about 18 minutes) when compared to 2030. Overall vehicle hours of delay will increase (by about 40 percent) but the number of vehicles the system is serving will be greater (by about 8 percent). The main bottleneck remains at the county line. However, with the inclusion of the Sixth General Purpose Lane Addition project, the congestion at the county line will be reduced. More vehicles traveling downstream will slightly increase congestion in Riverside County near 1-15. 2021 SR -91 IMPLEMENTATION PLAN 7 satisfactorily in all the analysis years. Figures 1-1 and 1-2 below summarize the westbound corridor vehicle hours of delay and systemwide served Express Lanes in the eastbound direction operate vehicles, respectively. Figures 1-3 and 1-4 below summarize the eastbound corridor vehicle hours of delay and systemwide served vehicles, respectively. Figure 1-1— Westbound SR -91 from 1-15 to SR -57 A.M. Peak Period Corridor Vehicle Hours of Delay 2021 SR -91 IMPLEMENTATION PLAN 8 Figure 1-2 — Westbound SR -91 from 1-15 to SR -57 A.M. Peak Period Systemwide Served Vehicles Figure 1-3 — Eastbound SR -91 from SR -57 to 1-15 P.M. Peak Period Corridor Vehicle Hours of Delay 1urORO,4 2021 SR -91 IMPLEMENTATION PLAN 9 Figure 1-4 — Eastbound SR -91 from SR -57 to 1-15 P.M. Peak Period Systemwide Served Vehicles 2021 SR -91 IMPLEMENTATION PLAN 10 CONCEPT PROJECT SUMMARY Many of the highway concept projects identified in this 2021 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. IRVINE CORONA EXPRESSWAY STATUS SUMMARY The Irvine Corona Expressway (ICE) concept was conceived as part of the MIS and was established as part of a suite of projects to support future peak demand volumes between Riverside and Orange Counties. The ICE was further evaluated in the 2009 ICE Feasibility Study for financial and geotechnical feasibility. Seven (7) primary feasibility issues were considered: ❖ Geologic, hydrogeologic/hydrologic, geotechnical conditions. ❖ Corridor concepts (full tunnel and tunnel/partial surface road). ❖ Tunnel configuration. ❖ Tunnel excavation and support methods. and partial ❖ Tunnel systems (e.g., ventilation, emergency fire system, operation building, toll system, etc.). ❖ Construction considerations. ❖ Construction, Operation & Maintenance (O&M) costs. Per the direction of the Riverside -Orange Corridor Authority Board (ROCA) in 2010, staff has reevaluated the concept annually, as part of the preparation of this Plan, to determine if construction costs and tunneling technology have changed and become less prohibitive. Planned and constructed tunnel projects were reviewed for insight into how tunnel construction technology is changing. Projects such as the Las Vegas Convention Center (LVCC) Loop and the Ontario International Airport (ONT) Loop are utilizing innovative ideas that could deliver transit tunnel projects with faster construction timelines and at a lower cost. These projects propose smaller diameter tunnels (12-14 feet) and are designed to accommodate specialized vehicles with the intent of eventually incorporating autonomous vehicles. The Boring Company constructed the 1.7 -mile LVCC Loop dual tunnels for $52.5 million over approximately two years. The current estimated cost (including all phases and support) for the 4 -mile ONT Loop is $85 million. The Boring Company plans to develop technology to construct tunnels faster and at lower cost. To accomplish this, The Boring Company plans to reduce tunnel diameters and increase the speed and efficiency of TBMs. Additional initiatives include electrifying and automating TBMs to increase safety and efficiency. Two shorter tunnels were constructed in California with similar lane configurations to the ICE concept. The Devil's Slide Tunnel in San Mateo County and the Caldecott Fourth Bore Tunnel in Contra Costa County both opened in 2013. These tunnels used a method of drilling and blasting (known as the New Austrian Tunneling Method), rather than operating a TBM. Both tunnels were approximately 1.2 miles long and took six years and three years to construct, respectively. Based on recent tunnel projects, the challenges that were identified in the ICE Feasibility Study were also experienced by other tunnel construction projects which provides insight into how tunneling technologies have changed. The New Austrian Tunneling Method may be a way to reduce the cost of boring for the ICE tunnel. This method was discussed in the 2009 ICE Feasibility Study but was dismissed due to the proposed length of the ICE tunnel concept. In the future, more investigation would be required to assess the feasibility of using a boring method other than a TBM, and to qualitatively assess possible impacts to the ICE corridor construction cost and duration. Reducing the bore diameter and proposed cross section of the ICE corridor concept may be another way to reduce the cost of the project. More investigation is required to 2021 SR -91 IMPLEMENTATION PLAN 11 determine how the cross section and bore size could be reduced. Additionally, there are several regulatory requirements that would likely need to be considered in designing the cross section. While it may be difficult to reduce the highway or rail tunnel cross section, a smaller diameter could be considered for an alternative design vehicle. The ONT Loop and LVCC Loop are example projects where smaller diameter bores were allowable for autonomous transit use. The review of recent tunneling projects shows feasibility for the ICE tunnel concept is slowly improving as tunneling technology is progressing. Technology has not advanced to the point where long, wide highway tunnels can be constructed at a lower cost. However, modern boring methods have lowered the cost on smaller, shorter tunnels. If this scales to larger tunnels, then the ICE corridor could become more feasible. 2021 SR -91 IMPLEMENTATION PLAN 12 IMPLEMENTATION PLAN SECTION 2: OVERVIEW The 2021 Plan describes projects, key considerations, benefits, current status, schedule, and costs (in 2021 dollars, or as noted) for major projects and concepts through Post -2035. Some of the projects and concepts identified in this Implementation Plan are based on the MIS that was completed in January 2006. The projects are grouped as follows: Orange County Projects, Riverside County Projects and Bi-County Projects. The intent of the Implementation Plan is to present a list of projects and studies along the SR -91 corridor and highlight coordination between OCTA, RCTC and Caltrans to improve the corridor. As part of the project development process, detailed operational analysis will need to be conducted to evaluate operational issues associated with each project. The project development phases are discussed in the status updates and are defined as follows: ❖ Conceptual Engineering = Pre -Project Study Report (Pre-PSR) — Conceptual planning and engineering for project scoping and feasibility prior to initiating the PSR phase. ❖ Preliminary Engineering = Project Study Report (PSR) — Conceptual planning and engineering phase that allows for programming of funds. ❖ Environmental = Project Approval/Environmental Document (PA/ED) — The detailed concept design that provides environmental clearance for the project and programs for final design and right of way acquisition. The duration for this phase is typically 2-3 years. ❖ Design = Plans, Specifications and Estimates (PS&E) — Provide detailed design to contractors for construction bidding and implementation. ❖ Construction = The project has completed construction and will provide congestion relief to motorists. Figure 2-1— SR -91 Project Study Area from SR -57 to 1-15 2021 SR -91 IMPLEMENTATION PLAN 13 ORANGE COUNTY PROJECTS The Orange County set of projects includes three improvements at a total cost of approximately $524.6 million (in 2021 dollars, or as noted). The projects include: SR -91 improvements between SR -57 and SR -55, Anaheim Canyon Metrolink station improvements, and new Placentia Metrolink rail station. Further details for each of the projects are included in the following summaries. Orange County Project Summary Cost -($M) SR -91 Improvements between SR -57 and SR -55 460 Anaheim Canyon Metrolink Station Improvements 29.8 Placentia Metrolink Rail Station 34.8 SUBTOTAL 524.6 2021 SR -91 IMPLEMENTATION PLAN 14 SR -9'1 Improvements between SR -57 and SR -55 Interchange smprovements al Kraemer BIvd!Glessetl SI SR - 57 State College t ^ J Blvd On SR 57 On sa SR -57 on On On SR 57 " Se OM SR -57 Kraemer Blvd Off On LEGEND = Exrshng Highway trterca,anpaRamp Off on Glassell St off On Off tN HO'J'Expreas Lane Tolled Express Lane Diverge for WB SR -91 and SB SR -55 Interchange improvements at Lakeview Av SB SR -55 Drop On -Ramp Lakeview Av A the 1.2.6rih.v SB 11BSR-91 SR -41 �ry . •0 On riff �r;r. Tustin Av On en NB SR -J5 On Off Existing Lar e Proposed Improvement Lane I r' On Project Description The project proposes to add EB capacity between SR -55 and SR -57, improve the SR-91/SR-57 and SR-91/SR-55 interchanges and local interchanges. In the SR-91/SR-57 interchange area, improvements identified in Project Approval/Environmental Document (PA/ED) phase include splitting the WB SR -91 Connector into separate exits for NB and SB SR -57 and extending an additional lane on WB SR -91 from the NB SR -57 to WB SR -91 connector through State College Boulevard and terminating at the auxiliary lane to Raymond Avenue -East Street. At the SR-91/SR-55 interchange area, a drop on -ramp from Lakeview Avenue would be constructed between realigned WB SR -91 lanes for direct access to SB SR -55, allowing for the exit to SB SR -55 to be moved further east, with a barrier separating WB SR -91 and SB SR -55 traffic west of the Lakeview Avenue bridge. The 91 Express Lanes will not be impacted by the project. In order to accommodate the improvements, the Lakeview, Tustin, Kraemer/Glassell, and La Palma bridges are proposed to be replaced. The improvements have been developed in cooperation with local jurisdictions and affected communities. Key Considerations The proposed project improvements on WB and EB SR -91 may require minor partial right-of-way acquisition and Temporary Construction Easements (TCEs). In some areas, a non-standard geometric cross- section is proposed to reduce the right-of-way impacts. Benefits The proposed project improvements on WB and EB SR -91 between SR -57 and SR -55 include, among other features, adding one EB general purpose lane to achieve lane balancing and interchange improvements. Project improvements will reduce congestion and delay and reduce weaving. Current Status The project improvements were originally studied in the SR -91 Feasibility Study, which was completed in June 2009. The Project Study Report was completed in 2014 and the Project Approval/Environmental Document (PA/ED) was completed in 2020. This project was then split into three separate segments and the Plans Specifications and Estimate (PS&E) phase began in 2020 for all three segments. The proposed improvements are included in the Measure M program. Schedule and Cost Construction is anticipated to be completed in 2027 and the total project cost is estimated to be approximately $460,000,000. 2021 SR -91 IMPLEMENTATION PLAN 15 Anaheim Canyon Metrolink Station Improvements NOR�NGov�Sj�E� THE CROSSINGS (TRANSIT ORIENTED DEVELOPMENT) ABANDONED TRACK EXISTING SINGLE TRACK BRIDGE ITO BE REMOVED) 680' NEW SECOND 'LATE i R),) GE APPLIANCE SERVICE FACILITY PLATFORM ACCESS /— PROPOSED MAIN TRACK 2 {MT•21 L PROPOSED NO 20 TURNOUT 170' PLATFORM EXTENSION - a PACIFICENTER POSSIBLE PARKING EXPANSION AREA srZz----- EXISTING MAIN TRACK 1 (MT -1) Image source: Anaheim Canyon Station Project Definition Report, February 23, 2015 Project Description The Anaheim Canyon Metrolink Station Improvement Project will include the addition of approximately 3,400 iinear feet of secondary track; a second platform; extending the existing platform; improvements at two at -grade railroad crossings located at Tustin and La Palma; as well as new shade structures, benches and ticket vending machines. These project improvements will accommodate planned future train service and will enhance on time service and safety. Benefits The project will enable future Metrolink service expansion, improve train service efficiency, and foster train ridership growth in the region, which will contribute to congestion relief on SR -91. Current Status OCTA is the lead agency on the project. Funding for the project is programmed to use Federal Congestion Mitigation and Air Quality Improvement Program (CMAQ), 5307 Federal Formula, M2 (OC Go), and City of Anaheim funds. Schedule and Cost The plans were completed, and the project was advertised for bid in October 2020. Construction began in May 2021 and is anticipated to be completed in October 2022. The total project cost is estimated to be $29.8 million. 2021 SR -91 IMPLEMENTATION PLAN 16 Placentia Metrolink Rail Station Image source: www.placentia.org/Placentia-Metrolink-Site-Plan (Wildan Engineering) Project Description The new Placentia Metrolink Station will serve the Metrolink 91/Perris Valley Line, providing commuter rail service between Perris and Los Angeles, via Riverside and Orange counties. The project includes construction of a parking structure, OCTA bus access, an area for passenger pick-up and drop-off, and two station platforms. Benefits The station will meet the current transit demand and foster train ridership growth in the region, contributing to congestion relief on SR - 91. Current Status The City of Placentia is the lead on right-of-way and environmental clearance, and OCTA is the lead agency for design and construction of the project. Funding for the project is programmed to use 91 Toll Revenues, M2 (OC Go) and the City of Placentia funds for the construction phase. State Transportation Improvement Program (STIP), Public Transportation Modernization, Improvement, and Service Enhancement Account (PTMISEA), OC Go and City funds are programmed for the design and right-of-way costs. Schedule and Cost Plans are 100 percent complete, however, the construction contract cannot be advertised until a Construction and Maintenance Agreement is in place with BNSF Railway, the right-of-way owner. The project will be advertised for bids once an agreement is in place. The total project cost is estimated to be $34.8 million. 2021 SR -91 IMPLEMENTATION PLAN 17 RIVERSIDE COUNTY PROJECTS The Riverside County set of projects includes three improvements: a 15/91 Express Lanes Connector, the SR-71/SR-91 Interchange Improvements, and SR -91 Improvements east of 1-15. Projects for implementation in Riverside County are anticipated to cost in excess of $391 million (in 2021 dollars, or as noted). Riverside County Project Summary Cost ($M 15/91 Express Lanes Connector SR-71/SR-91 Interchange Improvements SR -91 Improvements East of 1-15 SUBTOTAL 270 121 TBD 391+ 2021 SR -91 IMPLEMENTATION PLAN 18 15/91 Express Lanes Connector LEGEND • Ex 6ng Higt•may InierchangERamp HOV Lane t1~ T4Ied Express Lane Exrsting Lane Proposed ImprovementLane Express Lanes to I.151HIdden Valley Pkwy Lincoln Av Main St Off On OH On On 05 n Orr On In N&'S8 1-15 C 1 McKinley St Orr On On Frurn SA 1-15 On Off On Fr DT NR 1-15 Express Lanes to - 5ICajako Rd (by RCTC 1-15 Express Lanes Pro e t+ Project Description The Project Approval and Environmental Document (PA/ED) for the SR -91 Corridor Improvement Project (CIP), from SR -241 to Pierce Street, included the addition of a 5th lane in each direction, the addition of auxiliary lanes at various locations, the addition of collector - distributor lanes at the I-15/SR-91 interchange, the extension of the 91 Express Lanes from the Orange County line to 1-15, the construction of a SR -91 Express Lanes median direct connector to and from 1-15 South, a SR -91 Express Lanes median direct connector to and from 1- 15 North (15/91 Express Lanes Connector, the subject project), and the construction of one Express Lane in each direction from the 1-151SR-91 interchange southerly to I-151Cajalco Road (now part of RCTC 1-15 Express Lanes Project), and easterly to east of McKinley Street. Due to funding constraints, a Project Phasing Plan was developed to allow an Initial Phase, with reduced improvements, to move forward as scheduled, with the remaining ultimate improvements to be completed later. Subsequently, the proposed 15/91 Express Lanes Connector improvements (the subject of this project) have been pulled out from the CIP as a standalone project. Key Considerations Coordination among many of the SR -91 freeway projects that overlap the project limits is critical to successfully delivering these projects on schedule and within budget. Designing to accommodate future projects is a recurring theme for each of these projects. Minimizing conflicts in scope between projects requires direct coordination between each project team. Additionally, future projects frequently have multiple alternatives under study, each with differing scope and construction footprints. Specifically, the project improvements need to continue to be coordinated with the SR-71/SR-91 interchange, the SR-241/SR-91 Tolled Express Lanes Connector, and RCTC's 1-15 Express Lanes Project. Benefits The 15/91 Express Lanes Connector project will reduce congestion and operational delays by providing direct median -to -median access between the SR -91 Express Lanes and 1-15 Express Lanes. Traffic operations will improve by eliminating weaving conflicts and out -of - direction travel along SR -91 and 1-15 by the use of the direct connectors. The project will provide motorists a choice to use the 15/91 Express Lanes Connector for a fee in exchange for time savings. Current Status The 15/91 Express Lanes Connector is currently discussed in the environmental document for the SR -91 CIP that was completed in 2012. An environmental revalidation was completed in 2019. A Design - Build contract was awarded in Spring 2020. Schedule and Cost Construction is planned to be completed in 2023. The total project cost is estimated to be $270,000,000. 2021 SR -91 IMPLEMENTATION PLAN 19 SR-71/SR-91 Interchange Improvements on Gypsum C Canyon Rd Inn Or Cif 011 On LEGEND E!.ryling Highway InterthangsoRarnp Coal Canyon Crossing O HCJV Lane A Tailed E=xpress Lana Green River Rd County Line Illllllllr NIVVI On Off Cr Ct- CAT Existing Lar* Proposed Impeovernert Lane 1 Other Improvement Project. On Irir`t Greer Rye- Fie .gff :.n Auto Cent -r Dr en Off Serfas Club Dr Project Description The current project includes a new two-lane direct connector from eastbound (EB) SR -91 to northbound (NB) SR -71 and realignment of the existing Green River Road SR -91 EB on -ramp to provide connection to NB SR -71 and EB SR -91. Key Considerations Project improvements must be coordinated with the following projects: the SR -91 Sixth GP Lane Addition and the SR-241/SR-91 Tolled Express Lanes Connector. Close coordination with the U.S. Army Corps of Engineers, U.S. Fish and Wildlife Service, and California Department of Fish and Wildlife will also be required as the connector crosses the Santa Ana River west of the Prado Dam. Benefits The project will provide a new direct connector improvement from EB SR -91 to NB SR -71, replacing the geometric choke point created by the existing loop connector. The project will also improve traffic operations and operational efficiency by eliminating or minimizing weaving conflicts through the use of auxiliary lanes. Current Status The environmental phase was completed in 2011 and final design in 2015. An environmental revalidation and update to the final design is underway. Schedule and Cost Construction is planned for completion in 2024. Construction cost is estimated to be $121,000,000. 2021 SR -91 IMPLEMENTATION PLAN 20 Improvements East of 1-15 LEG END Existing Highway Interchange/Ramp HOV Lane Tolled Express Lane Existing Lane Proposed Improvement Lane Other Improvement Projects Main St :A Off On On I T.. On Project Description The Project Approval and Environmental Document (PA/ED) for the SR -91 Corridor Improvement Project (CIP), from SR - 241 to Pierce Street, included the addition of a 5th lane in each direction, the addition of auxiliary lanes at various locations, the addition of collector -distributor lanes at the I-15/SR-91 interchange, the extension of the 91 Express Lanes from the Orange County line to 1-15, the construction of a SR -91 Express Lanes median direct connector to and from 1-15 South, a SR -91 Express Lanes median direct connector to and from 1-15 North, and the construction of one Express Lane in each direction from the I-15/SR-91 interchange southerly to I- 15/Cajalco Road (now part of RCTC 1-15 Express Lanes Project), and easterly to east of McKinley Street. Due to funding constraints, a Project Phasing Plan was developed to allow an Initial Phase, with reduced improvements, to move forward as scheduled, with the remaining ultimate improvements to be completed later. The SR -91 improvements east of 1-15, which includes extending an Express Lane east of McKinley Street and adding a general purpose lane to Pierce Street in each direction (the subject project), is a component of the SR -91 CIP that was not constructed with the Initial Phase. Key Considerations Coordination among many of the SR -91 freeway projects that overlap the project limits is critical to successfully delivering these projects on schedule and within budget. Designing to n' Off to NB/SB 1-15 Express Lanes to I.151Hidden Valley Pkwy McKinley St Pierce St Off On Off On On From SB 1-15 On Off From NB 1-15 On Off Express Lanes to I-151Cajalco Rd (by RCTC I-15 Express Lanes Project) accommodate future projects is a recurring theme for each of these projects. Minimizing conflicts in scope between projects requires direct coordination between each project team. Additionally, future projects frequently have multiple alternatives under study, each with differing scope and construction footprints. Specifically, the project improvements need to continue to be coordinated with the SR-71/SR-91 interchange, the SR-241/SR-91 Tolled Express Lanes Connector, 15/91 Express Lanes Connector, and RCTC's 1-15 Express Lanes Project. Benefits The SR -91 Improvements east of 1-15 will reduce congestion and delays by providing additional SR -91 capacity from 1-15 to Pierce Street. Current Status Preliminary engineering is complete but may need to be revisited at a future date. The SR -91 Improvements east of I- 15 is currently discussed in the SR -91 CIP environmental document for the SR -91 that was completed in 2012. Schedule and Cost Anticipated project completion and cost are to be determined. 2021 SR -91 IMPLEMENTATION PLAN 21 BI -COUNTY PROJECTS There are three Bi-County improvement projects that will benefit both Orange and Riverside Counties. These projects include: SR -91 Corridor Operations Project, a Sixth General Purpose Lane Addition (SR -241 to SR -71), and the SR-241/SR-91 Tolled Express Lanes Connector. The total cost for the three projects is expected to be more than $288 million (in 2021 dollars, or as noted). BI -County Project Summary Cost -($M)' SR -91 Corridor Operations Project Sixth General Purpose Lane Addition (SR -241 to SR -71) SR-241/SR-91 Tolled Express Lanes Connector SUBTOTAL 38 TBD 250 288+ 2021 SR -91 IMPLEMENTATION PLAN 22 SR -91 Corridor Operations Project LEGEND Highway �. Inlercr,ange+Ramp - HOV Lane Exislnn Lane A Tolled E?:CFe-- s Lane Prop+sed Irnproyernenl Le' - Project Description The Riverside County portion of the 91 Express Lanes began operation in March 2017. Throughout the first year of operation, RCTC made minor operational improvements to improve the SR -91 corridor travel between State Route 241 (SR -241) and McKinley Street. In November 2018, RCTC implemented additional striping and signage improvements to westbound SR -91 at the McKinley entrance to the 91 Express Lanes as well as the County Line access location to further enhance efficiency along the westbound SR -91 corridor between McKinley Street and SR -241. In December 2018, the RCTC Commission authorized its staff to proceed with a project to construct an additional westbound lane along SR -91 between Green River Road and SR -241 (the subject of this project). This new project is now known as the SR -91 Corridor Operations Project (91 COP). Key Considerations The goal of this project is to implement a substantial operational improvement that is cost effective and timely to address the peak period bottleneck conditions along westbound SR -91 near the County Line. Key considerations include reducing impacts to adjacent land and local streets by the use of retaining walls and minimizing throw -away costs with future projects. Specifically, the project improvements need to be coordinated with the SR-241/SR-91 Tolled Express Lanes Connector and the SR -91 Sixth GP Lane Addition projects. Benefits The 91 COP will reduce congestion and delays along westbound SR -91 between McKinley Street and SR -241. Current Status This project is within the footprint of the SR -91 Sixth GP Lane Addition project that was an element of the SR -91 CIP environmental document approved in 2012. An environmental revalidation for the 91 COP was completed in Spring 2020. Construction began in November 2020. Schedule and Cost Construction is planned for completion in 2022. The total project cost is estimated to be $38,000,000. 2021 SR -91 IMPLEMENTATION PLAN 23 Sixth General Purpose Lane Addition (SR -241 to SR -71) Existing bike path will be preserved ati OnA"'Gyps•1d17? Canyon Rd' Off On Off Oft Off Lanes shown are for Ehe SR -241!91 Express Lanes Connedo on 1 Project widens all SR -91 lanes to standard lane and shoulder widths from SR -241 to SR -71 Coal Canyon County Line Crossing Green River Rd (In 0tl On OH Lanes shown are for the SR -715R-91 interr hange east to north flyover connector for SR -71. and coruioclor from Green Rarer Road to EB SR -91 LEGEND = FxIrling Highway Intereharne;Remp On pit On Lane shown is for Green River Road EB SR -91 On -Ramp HOV Lane Proposed Improvement Lane A Toiled Express Lane f 1 Other Improvement Projects Exi ling Lone 2 Fnnl Widrrirg Project Description The Project Approval and Environmental Document (PA/ED) for the SR -91 Corridor Improvement Project (CIP), from SR - 241 to Pierce Street, included the addition of a 5th lane in each direction, the addition of auxiliary lanes at various locations, the addition of collector -distributor lanes at the I-15/SR-91 interchange, the extension of the 91 Express Lanes from the Orange County line to 1-15, the construction of a SR -91 Express Lanes median direct connector to and from 1-15 South, a SR -91 Express Lanes median direct connector to and from 1-15 North, and the construction of one Express Lane in each direction from the I-15/SR-91 interchange southerly to 1- 15/Cajalco Road (now part of RCTC 1-15 Express Lanes Project), and easterly to east of McKinley Street. Due to funding constraints, a Project Phasing Plan was developed to allow an Initial Phase, with reduced improvements, to move forward as scheduled, with the remaining ultimate improvements to be completed later. The SR -91 sixth general purpose lane in each direction between SR -241 and SR -71 (the subject of this project) is a component of the SR -91 CIP that was not constructed with the Initial Phase. Key Considerations Coordination among many of the SR -91 freeway projects that overlap the project limits is critical to successfully delivering these projects on schedule and within budget. Designing to accommodate future projects is a recurring theme for each of these projects. Minimizing conflicts in scope between projects requires direct coordination between each project team. Additionally, future projects frequently have multiple alternatives under study, each with differing scope and construction footprints. Specifically, the project improvements need to continue to be coordinated with the 91 COP, SR- 71/SR-91 interchange and the SR-241/SR-91 Tolled Express Lanes Connector. Benefits The SR -91 Sixth General Purpose Lane Addition will reduce congestion and delays by providing additional SR -91 capacity from SR -241 to SR -71. Current Status An Alternatives Analysis (to be completed in 2021) is being performed to evaluate potential alternatives. Prior preliminary engineering was completed but may need to be revisited at a future date. The SR -91 Sixth General Purpose Lane Addition is currently discussed in the SR -91 CIP environmental document for the SR -91 that was completed in 2012. Schedule and Cost Anticipated project completion and cost are to be determined 2021 SR -91 IMPLEMENTATION PLAN 24 SR-241/SR-91 Tolled Express Lanes Connector LEGEND Existing Highway .� Interchange/Ramp • ' HOV Lane Toiled Express Lane Existing Lane Proposed Improvement Lane O Other Improvement Projects On,t� Gypsum Canyon Rd Off On Off Coal Canyon Crossing County Line Project Description The SR-241/SR-91 Tolled Express Lanes Connector will consist of a direct connector between the 241 Toll Road and 91 Express Lanes, carrying northbound 241 Toll Road traffic to the eastbound 91 Express Lanes and westbound 91 Express Lanes traffic to the southbound 241 Toll Road. Key Considerations The purpose of the project is to implement the build out of the Eastern Transportation Corridor as approved in 1994 in order to improve traffic operations on the northbound 241 Toll Road and the SR -91 general-purpose lanes while also maintaining reliable travel times and free flow speeds during peak periods on the 91 Express Lanes which were all key considerations in Caltrans' approval of the project. The project will require widening of SR -91 to accommodate the direct connector and associated Express Auxiliary Lanes in the median. The project's planned construction is aligned with the implementation of other planned improvements in the area including the 15/91 Express Lanes Connector, SR -91 Corridor Operations Project, and SR-71/SR-91 Interchange Improvements. Coordination will be conducted with local agencies to ensure the project avoids impacts to planned bicycle and trail connections on Gypsum Canyon Road per the City of Anaheim General Plan and OCTA Commuter Bikeways Strategic Plan. Benefits The project will provide connectivity between the 91 Express Lanes and the 241 Toll Road, which will enhance operations along the SR -91 general purpose lanes while also improving traffic operations on the northbound 241 Toll Road. Current Status Preliminary engineering concepts for a SR-241/SR-91 Tolled Express Lanes Connector have been developed by the Foothill/Eastern Transportation Corridor Agency (F/E TCA) and Caltrans, which were utilized for the environmental analysis. The 91 Express Lanes Extension and SR -241 Connector Feasibility Study was completed in March 2009 and was initiated to evaluate various alternatives. A Project Study Report was initiated in January 2011 and was completed in January 2012. The Draft Environmental Document was circulated for public review from November 7, 2016, through January 9, 2017. Caltrans's approval of the project with the Record of Decision was completed in March 2020. Final design is in progress. Schedule and Cost Agreements to document roles and responsibilities for F/ETCA funding, Caltrans construction, and OCTA/RCTC tolling operation of the project are under development by the multi -agency team. Final Design is expected to be completed in 2022. Construction is anticipated to last approximately 26 months beginning in 2023 with project opening in 2025. The total cost of the project will be approximately $250,000,000. 2021 SR -91 IMPLEMENTATION PLAN 25 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 1-15; the Anaheim to Ontario International Airport Maglev High Speed Rail; the Irvine -Corona Expressway (ICE) 4 -lane facility from SR-241/SR-133 to I-15/Cajalco Road (formerly known as MIS Corridor B), Westbound SR -91 to Southbound SR -55 Connector Improvements, Eastbound SR -91 Fifth Lane Addition at SR -241 and Fairmont Boulevard Improvements. These potential concepts include significant environmental constraints and right of way requirements in addition to requiring a significant amount of planning, design, and future policy and public input. Concept Summary Cost $M Elevated 4 -Lane Facility (MIS Corridor A) from SR -241 to 1-15 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 Westbound SR -91 to Southbound SR -55 Connector Improvements Eastbound SR -91 Fifth Lane Addition at SR -241 Fairmont Boulevard Improvements SUBTOTAL 8,855 75-150 31 76.8 14,527.8-15,032.8 2021 SR -91 IMPLEMENTATION PLAN 26 Elevated 4 -Lane Facility from SR -241 to 1-15 (MIS Corridor A) Shld 2 WB Lanes Median 2 EB Lanes Shld Abbreviations: WB = Westbound EB = Eastbound Elevated 4 -Lane Facility (MIS Corridor A) Cross -Section Concept Description The improvements primarily consist of constructing a new 4 -lane elevated expressway near or within the Santa Ana Canyon with freeway -to -freeway connectors at SR -241 and 1-15. The facility may include managed lanes and potential reversible operations. Key Considerations Choice of alignment will be key to determining net capacity increase. Extensive right-of-way (R/W) will be required to implement the improvements if the alignment is not in the SR -91 corridor. When median connector projects or HOV/HOT projects are constructed and this 4 -lane elevated facility is proposed within the median of SR -91 through Corona, then extensive managed lane closures would be required during construction (thus temporarily reducing SR -91 capacity during construction). An alternative could be studied for the median Corridor A viaduct along with reduced SR -91 geometric standards to minimize R/W impacts. Also, direct connectors (such as for High Occupancy Vehicle (HOV) / High Occupancy Toll (HOT) at I-15/SR-91) to/from the median could be precluded by Maglev columns located within the same median area. Caltrans and Maglev highway R/W, maintenance, safety, and operations considerations would need to be analyzed if shared use with a Maglev facility were pursued. Additional mitigation costs may be required for improvements to SR -241 and SR -133 as a result of additional Corridor traffic volumes. Corridor A as managed lanes, with the extension of 91 Express Lanes to 1-15, this project concept may affect traffic distribution due to "parallel" tolled facilities. Benefits The concept would provide significant congestion relief by allowing vehicles to bypass the at -grade freeway lanes and local arterial interchanges between SR -241 and 1-15. Connections are proposed directly between SR -91, SR -241, and 1-15. Current Status This concept is identified in the Riverside County - Orange County Major Investment Study (MIS) as part of the Locally Preferred Strategy to improve mobility between Riverside County and Orange County. No project development work is planned at this time. Schedule and Cost Anticipated project completion is post -2035 and construction cost is estimated to be $2,720,000,000 (2005 dollars). 2021 SR -91 IMPLEMENTATION PLAN 27 Anaheim to Ontario International Airport Maqlev Hiqh Speed Rail Pmee. -s LEGEND ,. —�= Existing Highway High Speed Rail Representative Alignment Proposed Anaheim to Ontario HSR Alignment • Proposed Anaheim to Ontedo HSR Alignment.t REPRESENTATIVE ALIGNMENT SHOWN FOR ILLUSTRATIVE PURPOSES ONLY Concept Description Proposals for a new super -speed train corridor from Anaheim to Ontario are included in this concept. This concept includes an alternative that would use SR -91 right-of-way or would be aligned adjacent to SR -91 right-of-way or could potentially be co -located with the Major Investment Study (MIS) Corridor A alignment. Another alignment opportunity is being investigated along SR -57. Key Considerations Alternative alignment impacts to SR -91 right-of-way envelope and/or Santa Ana River are undetermined. The choice of alignment will potentially impact MIS Corridor A. Right-of-way (R/W) will be required to implement the improvements. Potential considerations for co -locating the Magnetic Levitation (Maglev) train adjacent to Corridor A (and also SR -91) include providing a two -column structure with a barrier between the trains and vehicles. Caltrans and Maglev highway RIW, maintenance, safety, and operations considerations would need to be analyzed if shared use with a Maglev facility were pursued. See the MIS Corridor A project for additional considerations. Coordination with Metrolink improvements will be required. Benefits The concept would provide congestion relief by providing a direct high-speed/high-capacity connection with Ontario International Airport for Orange County air passengers and business next -day deliveries. Maglev will make the trip in just 14.5 minutes. Relieves congestion on SR -91 by providing additional capacity in the corridor. Current Status Since 2012, no progress on this project has occurred. Preliminary design, engineering and Phases 1 and 2 of a Preliminary Environmental Impact Statement/Environmental Impact Statement (PEIS/EIS) are completed. Congress approved $45M in SAFETEA-LU for the environmental phase of the project. Construction funding of up to $7 billion was identified through a loan commitment from the China Export -Import Bank. Schedule and Cost Anticipated project completion is to be determined and construction cost is estimated to be from $2,770,000,000 to $3,200,000,000 (2012 dollars). 2021 SR -91 IMPLEMENTATION PLAN 28 Irvine -Corona Expressway (ICE) from SR-241/SR-133 to 1-15 LEGEND es: Existing High% ICE (Corridor Representativ REPRESENTATIVE ALIGNMENT SHOWN FOR ILLUSTRATIVE PURPOSES ONLY Concept Description The improvements primarily consist of constructing a highway and rail facility through the Cleveland National Forest with freeway -to -freeway connectors at SR-241/SR-133 and I- 15/Cajalco Road. The facility would essentially be a continuation of SR -133 on the west end of the corridor, to 1-15 on the east end. Key Considerations The tunnel concept is technically feasible based on the geotechnical investigation completed in December 2009. The initial project phase would be the construction of one 2 -lane highway tunnel and one rail tunnel. The second project phase would include construction of a second 2 -lane highway tunnel. Additional technical studies and geotechnical borings would be needed to refine the tunnel alignments and grades. Costs associated with the Irvine -Corona Expressway (ICE) tunnels are based on the Feasibility Evaluation Report completed in December 2009. A financial analysis will be needed for the construction, operations and toll requirements of the ICE tunnels. Benefits The concept would provide significant congestion relief by providing an alternative route between Orange and Riverside counties and would allow vehicles to bypass SR -91 between SR - 241 and 1-15. The concept would not disrupt SR -91 traffic during construction and would allow for additional route selection for incident management, emergency evacuation, and for continuity of the highway network by linking SR -133 to 1-15. Current Status On August 27, 2010 the Riverside Orange Corridor Authority Board took action to defer additional study of the ICE concept until such time as financial considerations improve and/or technological advancements warrant reexamination. Review of the concept shall be done annually through the SR -91 Implementation Plan update to determine if any of the major assumptions about financial considerations, private sector interest, or technological advancements have changed to make the tunnel financially viable. (See "ICE status summary" for further discussion). Schedule and Cost Anticipated project completion is post -2035 and construction cost is estimated to be $8,855,000,000 (2009 dollars). 2021 SR -91 IMPLEMENTATION PLAN 29 Westbound SR -91 to Southbound SR -55 Connector Improvements Interchange Improvements .. :bted by Th, lras Eros flaps. air; Concept Description The project consists of operational improvements by modifying the connector to SB SR -55 from WB SR -91. The improvements would extend to Lakeview Avenue to the east and would include a new connector from WB SR -91 to SB SR -55 as a potential right-hand exit. Key Considerations Right-of-way impacts, detailed SR-55/SR-91 interchange improvements, and downstream impacts to SR -55 require further evaluation in a subsequent phase of project development. Conceptual design of SR-55/SR-91 would be coordinated with completed improvements at SR -91 and Tustin Avenue, and with the SR -91 Environmental Study Improvements from SR -57 to SR -55. This study is currently being conducted. Operational enhancements between SR -55 and Lakeview Avenue will provide some benefit for SR-55/SR-91 by addressing WB SR -91 weaving issues. In addition, the proposed WB drop - ramp from Lakeview AV has been designed to accommodate three WB through lanes on either side in order to reduce throwaway costs in the future should the SR -91 be shifted to accommodate a right-hand exit for SB SR -55. Benefits Interchange improvements are anticipated to provide congestion relief for WB SR -91 traffic and potentially improve the connection from WB SR -91 to SB SR -55. Current Status SR-55/SR-91 project information was derived from the Final Alternatives Evaluation and Refinement Report, December 2005, by the Riverside County - Orange County Major Investment Study (MIS). Focused SR-91/SR-55 conceptual engineering needs to be scheduled. However, initial conceptual engineering was also studied as part of the SR -91 Feasibility Study Between State Route 57 and State Route 55 Interchange Areas in June 2009, and as part of the SR -91 Environmental Study Improvements from SR -57 to SR -55. Schedule and Cost Anticipated project completion is post -2035 and construction cost is estimated to be from $75,000,000 to $150,000,000 (2014 dollars). 2021 SR -91 IMPLEMENTATION PLAN 30 Eastbound Fifth Lane Addition at SR -241 Weir Canyon Rd Off n LEGEND Existing Highway Interchange/Ramp Tolled Express Lane Off Lanes shown are for the SR -241/91 Express Connector HOV Lane - Existing Lane Proposed Improvement Lane Concept Description The location of the proposed EB SR -91 fifth general purpose (GP) lane addition (The Segment) is on EB SR -91 from Weir Canyon Road to the NB SR -241 Connector. The Segment consists of four GP lanes and two managed lanes (91 Express Lanes). Upstream (westerly) from The Segment the EB SR -91 has 5 GP lanes and the 5th lane drops to the SB SR -241 Connector as some traffic volume exits to the SB SR -241. Downstream from The Segment the EB SR -91 gains the 5th lane back as the NB SR -241 Connector merges with SR -91 in a dedicated lane addition. This 5th lane continues beyond the Riverside County line providing enhanced mobility. Key Considerations This segment with four GP lanes might be creating a traffic choke point due to the decrease of capacity, potentially contributing to significant traffic delays passing through this segment along with other traffic issues such as queue jumping, weaving, merging and operational speed differential. However, additional traffic from NB SR -241 to EB SR -91 and Gypsum Canyon Rd on -ramp suggest balancing the number of lanes should be carefully examined. As such, additional capacity will enhance EB freeway operations along this Segment. Off an Gk Benefits 1) Extends the existing 5th EB GP lane easterly and ties it to the existing 5th lane downstream. This could provide capacity enhancement and may result in removing an existing choke point. Significant delay savings is anticipated. 2) Potentially eliminate queue jumping in this area from EB SR -91 as well as Weir Canyon Rd. 3) Potentially reduce speed differential between through lanes, thus creating a more balanced flow. 4) Potentially provide balanced lane utilization at high traffic demand area. Current Status Additional traffic analysis and study is required to confirm the benefits to EB SR -91 by the proposed improvements. This location was identified by Caltrans as a high congestion location in the County. The concept is intended to improve the choke point that exists due to the presence of a 4 -lane segment between 5 -lane freeway segments. Schedule and Cost Total project cost, based on Caltrans' estimate, is $31.25 million. Project schedule has not been determined. 2021 SR -91 IMPLEMENTATION PLAN 31 Fairmont Boulevard Improvements Fairmont Blvd LEGEND Existing Highway HOV Lane © Interchange/Ramp A Tolled Express Lane Project Description The project would provide a new interchange with SR -91 at Fairmont Boulevard. On and off ramps will connect Fairmont Boulevard from the north to eastbound (EB) and westbound (WB) SR -91. The proposed interchange does not include a vehicular Fairmont Boulevard connection to Santa Ana Canyon Road to the south. A pedestrian/bicycle connection is also proposed between La Palma Avenue and Santa Ana Canyon Road. This bridge and pathway will allow for direct Santa Ana River Trail access from both Anaheim south of SR -91 and from Yorba Linda. Key Considerations Interchange spacing and weaving issues (to SR -55) need to be evaluated. Widening of SR -91 may be needed to accommodate interchange ramps. Proximity of the Santa Ana River may require that the WB ramp junction be located north of the river. New connection requirements and interchange spacing needs to be considered. Ramp and bridge placement needs to take pedestrian/bicycle bridge into account, or incorporate the pedestrian/bike path into the design beyond the vehicular access limits of the project. Existing Lane Proposed Improvement Lane Benefits The interchange is expected to relieve congestion at Imperial Highway (SR -90), Lakeview Avenue, and Weir Canyon Road Interchanges. Preliminary traffic modeling shows a 10-15% decrease in volumes at Weir Canyon and SR -90 interchanges with the interchange alternative. Current Status The City of Anaheim completed a conceptual engineering study in December 2009 for the interchange. Multiple alternatives have been developed as part of the conceptual engineering study. Bicycle/pedestrian bridge is currently in initial planning stages. Project development is pending funding identification. On July 24, 2017, OCTA staff along with a senior staff member of WSP presented the findings of a 91 Express Lanes intermediate access study. The study provided various alternatives, traffic modeling, and financial impacts of the additional access. At the conclusion of the discussion, the OCTA Board of Directors did not authorize additional analysis for the intermediate access. Schedule and Cost Anticipated project completion is post 2035 and construction cost is estimated to be $76,800,000 (costs from 2009 Feasibility Study). R/W cost is undetermined. Cost excludes any potential impact to Santa Ana River. 2021 SR -91 IMPLEMENTATION PLAN 32 APPENDIX B - COMPLETED PROJECT EXHIBITS The following exhibits represent completed projects from previous Plans since 2006 and are intended to be used as a reference to illustrate the progress made since the inception of the Plan. Note: some projects listed in the Plan as completed (see Section 1, Project Accomplishments) are not included herein since there was no exhibit created or necessary for use with prior Plans (such as for restriping projects, various safety enhancements, minor operational improvements, etc.). Project Improvements Constructed Green River Road Overcrossing Replacement North Main Street Corona Metrolink Station Parking Structure March 2009 June 2009 Eastbound Lane Addition from SR -241 to SR -71 Widen SR -91 between SR -55 and SR -241 by Adding a 51h GP Lane in Each Direction September 2010 SR -91 WB Lane at Tustin Avenue December 2012 April 2016 Metrolink Service Improvements 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 1-15 and System/Local Interchange Improvements June 2016 Express Bus Service La Sierra Metrolink Parking Improvements July 2017 2019 February 2019 2021 SR -91 IMPLEMENTATION PLAN 33 Green River Road Overcrossing Replacement Project Description Appendix Project No: B-1 Actual Completion: March 2009 Project Costs Capital Cost Support Cost R/W Cost Total Project Cost Project Schedule Preliminary Engineering Environmental Design Construction $ 21,000,000 $ 3,000,000 $301,000 $ 24,301,000 Completed Completed Completed Completed Project Schedule Caltrans Equivalents: Preliminary Engineering = PID Environmental = PA/ED Design = PS&E Abbreviations: CD = Collector Distributor Lane FTR = Future HOV = High Occupancy Vehicle SHLD = Shoulder 77' 138' Improvements primarily consist of replacing the existing Green River Road overcrossing with a new six -lane wide, 4 -span overcrossing to accommodate future widening of SR -91. The interior spans will accommodate up to eight mainline lanes in each direction including two HOV lanes. The exterior spans can accommodate two lanes, either for auxiliary lanes or collector distributor roads. Entrance and exit ramps will be realigned and widened to accommodate the new bridge, yet the interchange will retain its current configuration. New signals will be installed at the ramp intersections. Ramp and bridge improvements will be constructed within existing right of way. Key Considerations Design interface is required with the Eastbound Lane Addition from SR -241 to SR -71, SR-71/SR-91 Interchange Improvements, SR -91 Corridor Improvement Project, and SR-241/SR-91 HOV/HOT Connector. Benefits The project will improve the level of service at ramp and local street intersections at the interchange. Improvements will reduce ramp queues that extend into the freeway's general purpose lanes, thus contributing to congestion relief on SR -91. Current Status The project began construction in March 2007 and was completed in March 2009. 138' 79' EB GREEN RIVER BRIDGE CROSS-SECTION NOTE: All dimensions are approximate 2021 SR -91 IMPLEMENTATION PLAN 34 North Main Street Corona Metrolink Station Parking Structure Appendix Project No: B-2 Actual Completion: June 2009 Project Costs Capital Cost Support Cost RNV Cost Total Project Cost Project Schedule Preliminary Engineering Environmental Design Construction $ 20,000,000 $ 5,000,000 $0 $ 25,000,000 Completed Completed Completed Completed r;s of tit ANAI-EIM VILLA PARK ip cop righted by Thomas Bros Maps an Project Description The project provides a six level parking structure with 1,065 parking stalls. The construction is within the existing North Main Street Metrolink station property in Corona. Key Considerations Proposed improvements were constructed within existing right of way. Currently there are 700 users of the facility, 200 more that were previously able to accomodate. Additionally RCTC has opened up the lot to park and ride carpools and vanpools and has issued over 120 permits for carpoolers to use the expanded station. This shows an added benefit of supporting carpooling as well as transit to offset congestion on SR -91. Benefits Demand for parking currently exceeds the capacity at the North Main Street Corona station. New parking capacity will allow Metrolink ridership to increase thereby diverting vehicle trips from SR -91. Current Status Construction was initiated in January 2008 and was completed in June 2009. The project was funded with Federal Congestion Management and Air Quality (CMAQ) funds. CI-IINOHILLS C;ORC4'JA Metroijr k Parking Structur\ preduced with permission N1PCO 0 2021 SR -91 IMPLEMENTATION PLAN 35 Off Eastbound Lane Addition from SR -241 to SR -71 Appendix Project No: B-3 Actual Completion: September 2010 Project Cost Estimate Capital Cost Support Cost R/W Cost Total Project Cost Project Schedule Preliminary Engineering Environmental Design Construction $ 41,000,000 $ 8,000,000 $ 2,200,000 $ 51,200,000 Completed Completed Completed Completed LEGEND - Existing Highway „.__,. Interchange/Ramp - County Line Nim HOV or HOT Lane Existing Lane 11=1 Project Improvement Lane - Existing Interchange Onsu Canyon Rd On Off 1 On Off Project Description The project will provide an additional eastbound (EB) lane from the SR-91/SR-241 interchange to the SR-71/SR-91 interchange and will widen all EB lanes and shoulders to standard widths. Key Considerations Coordination with the SR -91 Corridor improvement Projects (Project #3 and #11) will be required. Staged construction would be required for all ramp reconstruction and freeway widening. Freeway operations would most likely be affected by this project, however, freeway lane closures are not anticipated. An EB concrete shoulder will be constructed with a 12 foot width to provide for future widening as contemplated by Project #3 and #11. Benefits The lane addition would help to alleviate the weaving condition between SR -241 and SR -71, as well as remove vehicles from the SR -91 mainline that would be exiting at Green River Road and SR -71. Current Status Funding is from the American Recovery and Reinvestment Act (ARRA) with $71.44M approved, and the balance of project costs are from other sources. Construction began in late 2009 and was completed in September 2010. Off On Coal Canyon WLC County Line 1 1 Off On Off On ■ Green River Rd On Off On Off 1 2021 SR -91 IMPLEMENTATION PLAN 36 Widen SR -91 between SR -55 and SR -241 by Adding a 5th GP Lane in Each Direction Appendix Project No: B-4 Actual Completion: January 2013 Project Costs Capital Cost Support Cost R/W Cost Total Project Cost Project Schedule Preliminary Engineering Environmental Design Construction $ 65,005,000 $ 19,639,000 $ 573,000 $ 85,217,000 Completed Completed Completed Completed LEGEND - Existing Highway r+� Interchange/Ramp - Existing Interchange HOV or HOT Lane ' Existing Lane Project Improvement Lane Auxiliary Lane Off OakevieOff v On Off Gypsum Truck Scales Weir Canyon Rd on Canyon Rd On Off NOTE: FAIRMONT BLVD IS CONTINGENT UPON IMPLEMENTATION OF THE PROJECT • 1 Project Description This project proposes capacity and operational improvements by adding one general purpose (GP) lane on eastbound (EB) SR -91 from the SR -55/ SR -91 connector to east of the Weir Canyon Road interchange and on westbound (WB) SR -91 from just east of Weir Canyon Road interchange to the Imperial Highway (SR -90) interchange. Additionally, this project would facilitate truck traffic approaching the truck scales in both directions. Key Considerations Caltrans is not considering relocation of the truck scales at this time. Benefits Alleviates congestion on WB SR -91 by eliminating the lane drop at the truck scales and providing a continuous GP lane to SR -90. Alleviates congestion on EB SR -91 by eliminating the lane drop for northbound (NB) SR -55 at SR -91 by providing an auxiliary lane to Lakeview Avenue, and at SR -90 by providing a continuous GP lane through Weir Canyon Construction was completed in January 2013. The project received $22M of Corridor Mobility Improvement Account (CMIA) funding and $74M of State Transportation Improvement Program (STIP) Augmentation funds. On Off On Off • A: 11111111111111011 2021 SR -91 IMPLEMENTATION PLAN 37 SR -91 WB Lane at Tustin Avenue Appendix Project No: B-5 Actual Completion: April 2016 Project Cost Estimate* Capital Cost Support Cost R/W Cost Total Project Cost Project Schedule Preliminary Engineering Environmental Design Construction $ 22,218,000 $ 16,382,000 $ 4,682,000 $ 43,282,000 Completed Completed Completed Completed LEGEND Existing Highway go i Interchange/Ramp '''s County Line NICE HOV Lane A Tolled Express Lane MI Existing Lane Mil Proposed Improvement Lane j Project Description The project will add a westbound (WB) auxiliary lane on SR -91 beginning at the northbound (NB) SR -55 to WB SR -91 connector through the Tustin Avenue interchange. This project includes approximately 1.1 lane miles. Key Considerations Build Alternative 3 was selected from the Project Study Report (PSR), On Westbound (WB) SR -91 Auxiliary Lane from the Northbound (NB) SR-55/WB SR -91 Connector to the Tustin Avenue Interchange, and requires additional right-of-way. City of Anaheim utilities are within close proximity of the proposed widening section. Widening of the Santa Ana River bridge is required. Coordination with the City of Anaheim occurred for widening of Tustin Avenue and the WB SR -91 Off -Ramp that was completed in early 2011. Benefits The project would reduce or eliminate operational problems and deficiencies on this section of WB SR -91 including weaving and merging maneuvers. This project would also address choke -point conditions, which are caused primarily by extensive weaving between the NB SR -55 to WB SR -91 connector and the WB SR -91 off -ramp to Tustin Avenue. Current Status Preliminary engineering was completed and approved by Caltrans. The environmental phase was completed in November 2010, and design was completed in mid -2013. Construction was initiated in February 2014. The project received $14M from the Proposition 1B State -Local Partnership Program (SLPP), $14M from Measure M, with the balance from Regional Improvement Program (RIP) funds. Contract acceptance and open to traffic in May 2016. Tustin Av WB SR -91 Tustin Av Off On Off Lakeview Av 2021 SR -91 IMPLEMENTATION PLAN 38 Metrolink Service Improvements Appendix Project No: B-6 Actual Completion: 2016 Project Cost Estimate* IEOC Service Cost Perris Valley Line Cost Total Metrolink Costs Project Schedule Complete 2016 $ 1,160,000 S 248,000,000 S 249,160,000 Costs from OCTA and RCTC (in 2015 dollars) Project Description There are sixteen daily trains that run on the IEOC Line and nine trains running on the Los Angeles to Riverside portion of 91/Perris Valley (91/PV) Line for a total of 25 daily trains. The long-term service improvements will include 24 IEOC trains by 2030. The Perris Valley portion of the 91 Line extends Metrolink service southeast by 25 miles, from Riverside to Perris. The project is located within the right of way of the existing San Jacinto Branch Line through Riverside, Moreno Valley and Perris. Construction began in October 2013, cost approximately $248 million, and the extension opened to the public in June 2016. The inaugural schedule (December 2015) includes nine trains through to Los Angeles and 12 between Perris and Riverside. Key Considerations Construction of the new Placentia Metrolink station will improve passenger access to the 91/PV Line, by creating a station between Fullerton and Corona. Improvements at the Anaheim Canyon station are designed to account for future expansion of the IEOC rail service. Benefits Enables development of expanded Metrolink service, improved efficiency, and fosters train ridership growth in the region, which will contribute to congestion relief on SR -91. Current Status Two additional IEOC Line roundtrips were added in late 2015, and in mid -2016, nine trains began service on the Perris Valley extension to the 91/PV Line. Penis Valley Line TON ...,., YORBA LINDA DAILY TRAINS Existing: 25 2016: 27 PLACENTIA trains to -tra y LosAngeles /0. Trains to central/ via Fulerton SoutA Orange County 'ANAHEIM DAILY TRAINS Existing: 16 2016: 18 B.rn.rdino CHINO HILUI I�1 2021 SR -91 IMPLEMENTATION PLAN 39 Initial Phase CIP: Widen SR -91 by O ne GP l ane In Ea ch Direction East of Green River Road, CD Road s and I-15/SR-91 Direct S outh Connector, Exte nsio n of Expre ss Lanes to 1-15 and System 1 Local Interchange Improveme nts Pro ject No: B-7 Actual Co mpletion: 2017 Project Cost Estimate ' Total Capital Cost $ 1,161,000,000 Suppo rt Co sl $ 246.000,000 Tota l Projec t Cost $ 1,407,000,000 Protect Schedule"" Pre liminary Enginee ring Environmental Design/Co nstruction Completed Completed 2013-2017 ' Cost obtained for Initial Phase is from RCTC (2014 dollars ) " Schedule for Inila l Phase; subsequent phase for Ultimate Proje ct an icipated in 2035 LEGEND - Existing H ghway >— Imr•rrhan pviRa mp - County Line • - • Coa l Can yon Cro ssing A HOV Lana Tolled Express Lane Existin g Lane aaa� Proposed mpro vement Lane CD Road Au xilia ry La ne • Braided Connector Project D escripti on The approved Project Study Report (PSR) for the SR -91 Corridor improvement Project {GIP', from 5R-241 to Pierce SbeeL Includes the addition of a 5th general p urpcse lane In each detection, the addition or auxiliary lan es et vari ous lo cations, adeitme al lanes at the SR- ti/SR-91 interchange (Project #5J. aid collect or -distrib utor (CD' lan es at the 1-15!S R-9•I Interch ange. Subsequently . the Riverside County Tr ansportation Commission' s tR CTCI 10 -Peat D elivery Plan recommended the following in addrlon to the PSR recommended Impro vem ents. Me ext ension of the 91 Express L anes from the Ora ng e C ounty line to I-15. the censumclan of SR -91 (E.MB)rl-15 (SB)NBi Express Lanes median direct conn ectors. and the c dnslrucban or one Expr ess Lane m e ach direction fr om the I-15/SR-91 interchange southerly to l.15$Cejslco Road, anti northerly to 1-151Hiddern Valley Parkway An Expres s La nes ingres s/agrees lane Ls also pl ann er) near the County Line. Due l0 ec on omic ccndifio ns . a Project Ph asing Plan was developed to allow an tnllial Phase with rediced impro vements to m ove forward as sch eduled, with the r emaining ullim e:e improvements to be completed later The fefl owrng is a summ ary of th e deferred ultimate I mpr ovements I-I5/SR-91 median N orth Direct Conn ecler, and 1-15 Express La nes North to Hidden Valley Parkway tproject 0); ge neral purpose Panes and Expr ess Lanes {beet I-15 lo Pierc e Street; and general purpose !Lines from SR -241 to SR -71 Th e 1.15 Express Lan es to be extended fr om Ontario Avenue to Cajalco Road are included In RCTC's 1.15 Expr ess Lane Project with an anticipated c ompletion in 2{120. Key Considerati ons CaordlnaOdn am ong many DT the SR -91 freeway protects that overl ap the pr oject tines is criti cal lo suc ces sf ully deliv ering these p1 016 cle on schedule and within budg et_ Designing to accommod ate fUJtur e projects Is a recurring theme far each of Ihes e preject5. Mi nimizing co nflicts In scope between proje cts req uires dire ct coordinetien belween each protect te em. Additionally, f ut ure pr oj ects frequently hov e multiple alternatives under study, each with differtne s cope and constr ucti on feelprints. SperelcaNy. the pr ojncl improvements need to continue I0 be coordinat ed wl:t, the SR-71/SR-91 httercheng e, th e SR -241191 Express Connector, and RCTC's 1.15 Express La ne Prof bet Benefits The Initial Phase and Ultimate CfP projects will reduce congestion end delays by pr oviding additional SR -91 capacity from SR -241 to Pierce Street along 1-15 from SR•91 to Cajalco lo Hidden Valley Parkway to the north. Traffic oper atio ns win improve by eliminating or reducing weaving co nflicts alo ng SR -91 and 1-15 by the tree of CD roads and aueillary lane s. malfxisls a choice to use Express Lanes for a fe e in exchange for lime savings Curren t Status The environ menta l phase was completed in Fall 2012 A Design -Build eontra0tar was selected in M ay 2013 and constr uction aslivltles began in early 2014 for the [mint Phase The open 10 1reffrc In Spring 2017 worth finer project accepta nce a nticipat ed at the e nd of 2(117 on -"Gypwm "" Canyon 94 ell 1 �On Coal Canyon County Line Green River Rd Creasing De Off Ingress/Egress lanes sho wn within the Expre ss Lane s by restriping Off Ox On Auto Center Dr Maple St Lincoln Av ' 00 ene rem: ne Live Sl Dudirs, fT b Maple 5 Series Club Dr On' lion Sod as Cud Dr On 011 to On On' Mein to St 1.15 FrMaom 3 -Lane CD Road •—! St Connect or from Main St EB on -ramp braid to j oin SR -91 as a merge ramp Male St 0,1 On FNB On From 1-15 SB 1-15 On' Fr om SB 1-15 HOV/HOT lanes to 1.15/Ontario Av Road to the south . and The project vdll provide project Is snncpaled 10 On Fr om NB 1.15 McKinley: St Pierce St LAdditional lane by restripe of existing lanes Express Bus Service Improvements Anaheim Resort Yorba Lida YORBA LINDA ANAHEIM Vrlfa,je at Oran;fie 1 To South Coast Metro Project Description Orange County Transportation Authority (OCTA), working with the Riverside County Transportation Commission (RCTC) and the Riverside Transit Agency (RTA), operate Express Bus service between Riverside and Orange counties. Commuters lack direct transit connections to some Orange County employment centers not served by Metrolink. The Express Bus service provides this connection. Existing Service OCTA has operated Route 794 since 2006 from Riverside County to Hutton Centre and South Coast Metro (shown in orange above). On Route 794, OCTA removed trips to Corona in February 2018 based on low ridership. OCTA currently operates six moming westbound trips and five aftemoon eastbound trips to/from the La Sierra Metrolink Station. Two new Express Bus routes were implemented by RTA in January 2018 between Riverside County and Orange County including RTA Route 200 (shown in blue above) from San Bernardino/Riverside to the Anaheim Resort. The route provides hourly service on weekdays and 90-120 minute service on weekends with a fleet of six buses. RTA Route 205 (shown in green above) from Lake Elsinore/Temecula/ Corona to the Village at Orange includes three AM and three PM roundtrips with 3 buses. New Service The Express Bus Routes have been fully implemented as of FY19 and there are no planned service additions. Changes to routes may be made in the future based on available funding and ridership demand. Corona Transit Center CORONA = — OCTA Route - RTA Route 2 RTA Route 205 To Riverside To Temecula 00 v 794 Key Considerations Intercounty Express Bus service is effective between locations where transit travel times by Express Bus would be more competitive than Metrolink and connecting rail feeder buses. Benefits Express Bus services contribute to congestion relief on SR -91. Current Status Since completion of the 91 Express Lanes, RTA more than doubled its Express Bus service on SR -91. Currently, OCTA operates 11 bus trips per day on SR -91. RTA now operates 47 trips on weekdays (up from 18 trips that Route 216 provided weekdays) and 18 trips on weekends (up from 8 trips provided by Route 216) on SR -91 Express Lanes. Service hours for this expansion is an extra 21,445 hours per year and is being served by five new coaches added to the RTA fleet Schedule and Cost The Express Bus Routes have been fully implemented as of FY19. Ongoing operating costs average $4,892,000 per year and capital costs average $1,174,000 per year (2019 dollars). The annual capital cost was increased in 2019 to reflect the future cost of complying with the new Innovative Clean Transit regulation. 2021 SR -91 IMPLEMENTATION PLAN 41 La Sierra Metrolink Parking Improvements Image :• :lr l: Riverside Transit Agency, April 2019 Project Description There are currently 1,000 spaces available. RCTC is implementing a parking lot expansion to include an additional 496 spaces and six bus bays to accommodate RTA Express Lane Service 200 that originates at Metrolink San Bernardino Transit Center with stops along Riverside Downtown Metrolink Station, Metrolink La Sierra, the Village at Orange, ARTIC, Disneyland, and Anaheim Convention Center, as well as other potential bus routes in the future. Benefits The 496 parking spaces will provide for existing and future demand. The parking lot expansion will provide for ADA parking, RTA express service, commuter rail, and vanpool. Current Status Construction and project implementation has begun. Schedule and Cost Construction was completed in February 2019. The project cost is estimated to be $6,260,000. 2021 SR -91 IMPLEMENTATION PLAN 42 APPENDIX C M REFERENCES The following documents and resources were used in the development of the 2021 Plan. Data was provided by OCTA, RCTC, Caltrans Districts 8 and 12, Transportation Corridor Agencies (TCA), other agencies, and online resources. Measure M Next 10 Delivery Plan (Next 10 Plan), November 14, 2016 Riverside Transit Agency, Ten -Year Transit Network Plan, January 22, 2015 PSR-PDS on Route 91 Between SR -57 and SR -55, October 2014 PS&E for "Westbound State Route 91 Auxiliary Lane from the NB SR-55/WB SR -91 Connector to the Tustin Avenue Interchange", 2014 PS&E for Initial SR -91 CIP Project, 2014 California Transportation Commission, Corridor Mobility Improvement Account (CMIA), Amended December 2012 M2020 Plan (Measure M), September 2012 PSR-PDS for SR-241/SR-91 Tolled Express Lanes Connector, January 2012 Project Report and Environmental Document (EIR/EIS) for SR -91 CIP from SR -241 to Pierce Street Project, October 2012 PS&E "On State Route 91 Between the SR-91/SR-55 Interchange and the SR-91/SR-241 Interchange in Orange County", April 2011 Corridor System Management Plan (CSMP) Orange County SR -91 Corridor Final Report, August 2010 Project Study Report/Project Report "Right of Way Relinquishment on Westbound State Route 91 Between Weir Canyon Road and Coal Canyon", May 2010 SR-91/Fairmont Boulevard Feasibility Study, December 2009 Feasibility Evaluation Report for Irvine -Corona Expressway Tunnels, December 2009 Plans, Specifications and Estimates (PS&E) for Eastbound SR -91 lane addition from SR -241 to SR -71, May 2009 PSR "On State Route 91 Between the SR-91/SR-55 Interchange and the SR-91/SR-241 Interchange in Orange County", April 2009 91 Express Lanes Extension and State Route 241 Connector Feasibility Study, March 2009 PSR/PR "On Gypsum Canyon Road Between the Gypsum Canyon Road/SR-91 Westbound Off -Ramp (PM 16.4) and the Gypsum Canyon Road/SR-91 Eastbound Direct On -Ramp (PM 16.4)", June 2008 Orange County Transportation Authority Renewed Measure M Transportation Investment Plan, November 2006 Riverside County -Orange County Major Investment Study (MIS) — Final Project Report: Locally Preferred Strategy Report, January 2006 California — Nevada Interstate Maglev Project Report, Anaheim -Ontario Segment; California -Nevada Super Speed Train Commission, American Magline Group, August 2003 Route Concept Reports for SR -91, Caltrans Districts 8 and 12 Various Preliminary Drawings and Cross Sections, Caltrans Districts 8 and 12 2021 SR -91 IMPLEMENTATION PLAN 43 " Z00 4-11 eh k ueid UOii.eUOWidW1 16 afrnOH alms IZOZ JPJG SR -91 Implementation Plan • Required by SB 1316 (Chapter 714, Statutes of 2008) • Updated annually to capture past, present, and future projects along SR -91 (between 1-15 and SR -57) • Not financially constrained • Bi-county collaborative effort SR -91 — State Route 91 1-15 —Interstate 15 SR -57 — State Route 57 V%% / // 2 /7 // /// Culmination of Efforts Nine projects completed • $L9 billion invested /i.Ii//I//L, 3 Culmination of Efforts (continued) • 66. 5 lane miles added • 15 percent increase in thr oughpu w. 9 / 1 lo sanoaduai suon.do wan. saseanui sailunoo aye uaannlaq Ampauuop ssaiweas sapinoad y:rnnoa2 ogje n/uoileindod sassaappy paaeu!pJooJ Jo slgaua9 (panuilucn) swin jo uon.euivainD Orange County Projects • SR -91 improvements between SR -57 and SR -55 • Anaheim Canyon Metrolink Station improvements • Placentia Metrolink Rail Station SR -55 - State Ro ute 55 7/ 6 ///// /aaa/. Riverside County Projects mmr • 15/91 Express Lanes Connector • SR-71/SR-91 interchange G Improvements east of 1-15 SR -71 - State Route 71 Bi-County Projects • SR -91 Corridor Operations Project • General-purpose lane addition (SR -241 to SR -71) • SR-241/SR-91 Tolled Express Lanes Connector 1 Riverside COUNTY LI IE SR -241 —State Route 241 Project Sequencing o Allows for streamlining of the SR-241/SR-91 Tolled Express Lanes Connector while minimizing impacts to the 91 corridor o Proposes the following sequence of project implementation: 1. 15/91 Express Lanes Connector 2. SR -91 Corridor Operations Project 3. SR-71/SR-91 Interchange Improvements* 4. SR-241/SR-91 Tolled Express Lanes Connector *SR-241/SR-91 Tolled Express Lanes Connector is not dependent upon completion of SR- 71/SR-91 interchange improvements r , r , 7 . , z 9 i 4 / 1 a g ...A Recommendation/Next Steps • Receive and file as an information item • Continue project implementation efforts • Continue seeking external funding opportunities STATE ROUTE 91 I M P L E M N T A I O N P L A N 2 0 2 1 OC 7A •11.111, Mp04...l Bak er i•irFunn.0 %;; J Lanesss Back -Offic e System/ Cu stomer Servic e Center Update Background • Existing Back -Office System and Customer Service Center Operations Services agreement expires on June 30, 2021 • Request for Proposals for Back -Office System and Customer Service Center Operations Services for the 91 Express Lanes in Orange and Riverside Counties issued in April 2019 • OCTA and RCTC Board of Directors approved selection of Cofiroute USA in November 2019 • Three -party agreement executed in January 2020 • Notice to Proceed issued on January 28, 2020 OCTA r..Orange f County Transportation Authority RCTC — Riverside County Transportation Commission n2 ni " Back -office software system " Hardware and software maintenance " Customer service " Violations processing and collections " Customer account management " Payments and mail processing " Revenue collections and transaction processing " Traffic operations and incident management " Ernergency services coordination " Transponder inventory management " Te&ephone system and other customer contact systems r / ;/ / /,, . 3 / / b// // //// Recent Ev ents • Cofiroute USA requests Go -Live date extension in February 2021 • New schedule developed with anticipated Go -Live date in late September 2021 • Agreement is being amended to reflect new schedule and Go -Live date • Agencies exercising one -month extensions approved in 2019 on existing three -party agreement • One -month extensions can go through the end of December 2021 RIVERSIDE COUNTY TRANSPORTATION COMMISSION CORONAVIRUS IMPACTS TO THE 91 EXPRESS L ANES SR -91 Advisory Committee Meeting June 4, 2021 OCTA mr & Express l Lanes A Look Back • Traffic volumes and toll revenues reached all-time highs in Orange and Riverside Counties prior to M arch 2020 • Initial stay-at-home orders issued in March 2020 • A gencies reduced toll rates and suspended cost of living adjustment for July 2020 • Modified budgets to reflect lower forecasted volumes • Tempo rary measures implemented • Walk-up custo mer service center in City of Corona cl osed OCTA &Express Lanes Impacts to Orange County Traffic Volumes We ekly Trips 400,000 350,000 300,000 250,000 200,000 150,000 100,000 50,000 12 -M onth A verage for 2019 8090 Decline From April 2019 Average 11 i i 111111111101111110011000111 y° �° 4' yo �° y° w° �° y� yti ,f ti .y ti lti °,PC1 1�°�1p, 4 44 �1� �\��,�ht �,��, ce\19 ,~�, S1�a, ���, ��� ti"1 . 3,�, � y1� '�ti �, o-�� yr(� ��,�� �1 �,� �1�� �ti y� °,1 s1ti� ��I��y° �,��° � � w1� 5P e bChl 3 elit'Express A Lanes Impacts to Orange County Toll Revenu es Weekly Revenues in $ 1,200,000 1,000,000 800,000 600,000 400,000 200,000 12 -Month Average for 2019 i 7796 Decline From April 2019 Average Express Lanes Comparison Over the Past Few Years 1,600, 000 1,600,000 1,400,000 1,200,000 1,000,000 600,000 600,000 400,000 200,000 Febru ary March January Monthly Traffic V olumes 2019 A pt II 56,000,000 55,000,000 $4,000,000 53,000,000 52,000,000 51,000,000 5- Jar uary Monthly Toll Revenues February March 2021 2019 2020 April &Express Lanes Impacts to Riverside County Traffic Volumes We ekly Trips 350,000 300,000 250,000 200,000 150,000 100,000 50,000 12 -M onth A verage f or 2019 i 8496 Decline From April 2019 Av erage °,,1�� opl�l °�ltil till �,.y�1 �1 cbly°.l 19 �1� �,1 °11 11�n1 ti1 til�'1 �1`°I •�1�� 1�1 yl'1 ci" &Express Lanes Impacts to Riversid e County Toll Revenues Weekly Reven ues in $ 1,600,000 1,400,000 1,200,000 1,000,000 800,000 600,000 400,000 200,000 12 -M onth A verage for 2019 r IIYciIiiIIYiiIiIiiiII1 ry 4 1�q ,�o h 1''�O �,�h1� � �,�y1n� �, 1�q �,��1�a o1��r,�0 's�~A.R 1�q '�q�Z ,�� �yti titi ~111 413) 41°5°' A 41'12 'O �1-� D ,1. �1�0 �,,�`4Q �i�y� ,1a� � ,ryo� 1 �1���ti � �ti L9'� 1 rA\ "h\titi 7 ejt Express ■ Lanes Comparison Over the Past Few Years 1,600,000 1,400,000 1,200,000 1,000,000 800,000 600,000 400,000 200,000 '1' OCTA Monthly Traffic Volumes 2019 2021 2020 $7,000,000 $6,000,000 55,000,000 $4,00C,000 $3,000,000 $2,000,000 21,000,000 M onthly Toll Revenues 2020 $ January Febru ary March A pril January Febr uary March April 8 Express 1 Lanes Account and 6C Transponder Transition Continues No. of Customer Accounts 200,000 180,000 160,000 140,000 120,000 100,000 80,000 60,000 40,000 20,000 OCTA April 2015 RCTC O pens 91 Express Lan es in Rive rside County April 2.016 April 2017 April 2020 April 2021 April 2018 Customer Accounts 6C Tr anspond er Distribution Begins Apilr 2019 Transoonders No. of Transponders 600,000 500,000 400,000 300,000 200,000 100,010 • 86 percent of customer accounts transitioned to date • C ompletion anticipated in July 2021 9 otELTIL:" Looking Ahead • Reopen walk-up customer service center in City of Corona on July 6, 2021 • Complete conversion to the new back -office system • Monitor traffic levels and adjust toll rates acc ordingly • Continue providing updated informati on to the Orange County Transpo rtatio n Authority Board of Direct ors and Riverside Co unty Transportation Commissi on