HomeMy Public PortalAbout06 June 03, 2022 SR-91 Advisory AGENDA State Route 91 Advisory Committee Agenda
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Committee Members
Brian Berkson, RCTC, Chairman
Mark A. Murphy, OCTA, Vice Chairman
Doug Chaffee, OCTA
Gene Hernandez, OCTA
Kevin Jeffries, RCTC
Fred Jung, OCTA
Bob Magee, RCTC
Wes Speake, RCTC
Karen Spiegel, RCTC
Donald P. Wagner, OCTA
City of Corona – City Hall
400 South Vicentia Avenue
Council Chambers – First Floor
Corona, California
Friday, June 3, 2022 at 9:00 a.m.
Michael Hennessey, OCTA, Alternate
Clint Lorimore, RCTC, Alternate
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
participate in this meeting should contact the Orange County
Transportation Authority (OCTA) Clerk of the Board's office at (714) 560 -5676, no
less than two business days prior to this meeting to enable OCTA to make
reasonable arrangements to assure accessibility to this meeting.
Agenda Descriptions
Agenda descriptions are intended to give members of the public a general summary
of items of business to be transacted or discussed. The posting of the
recommended actions does not indicate what action will be taken. The Committee
may take any action which it deems to be appropriate on the agenda item and is not
limited in any way by the notice of the recommended action.
Public Availability of Agenda Materials
All documents relative to the items referenced in this agenda are available for public
inspection at www.octa.net or through the Clerk of the Board’s office at the
OCTA Headquarters, 600 South Main Street, Orange, California.
AGENDA State Route 91 Advisory Committee Agenda
Page 2 of 4
Meeting Access and Public Comments on Agenda Items
Members of the public can either attend in-person (subject to OCTA’s Coronavirus
(COVID-19) safety protocols) or listen to audio live streaming of the Committee
meeting by clicking the link below:
https://youtu.be/-HS9SXXje9Y
Members of the public may address the Board of Directors regarding any item in two
ways:
In-Person Comment
Members of the public may attend in-person (subject to OCTA’s COVID-19 safety
protocols) and address the Board regarding any item. Please complete a speaker’s
card and submit it to the Clerk of the Board (or notify the Clerk of the Board the item
number on which you wish to speak). Speakers will be recognized by the Chairman
at the time the agenda item is to be considered. A speaker’s comments shall be
limited to three minutes.
Written Comment
Written public comments may also be submitted by emailing them to
ClerkOffice@octa.net, and must be sent by 5:00 p.m. the day prior to the meeting.
If you wish to comment on a specific agenda Item, please identify the Item number
in your email. All public comments that are timely received will be part of the public
record and distributed to the Board. Public comments will be made availab le to the
public upon request.
Call to Order
Pledge of Allegiance
Member Wagner
Special Calendar
There are no Special Calendar matters.
AGENDA State Route 91 Advisory Committee Agenda
Page 3 of 4
Consent Calendar (Items 1 and 2)
All items on the Consent Calendar are to be approved in one motion unless a
Committee Member or a member of the public requests separate action or
discussion on a specific item.
1. Approval of Minutes
Approval of the minutes of the State Route 91 Advisory Committee meeting
of March 4, 2022.
2. 91 Express Lanes Status Reports
Kirk Avila/Jennifer Crosson
Overview
The 91 Express Lanes status reports for the months of January 2022 through
March 2022 have been prepared for State Route 91 Advisory Committee
review. The reports highlight operational and financial activities for both the
Orange County Transportation Authority and Riverside County
Transportation Commission segments of the 91 Express Lanes.
Recommendation
Receive and file the 91 Express Lanes Status Reports for the months of
January 2022 through March 2022.
Regular Calendar
3. Draft 2022 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 include s a
listing of proposed improvements, preliminary cost estimates, and potential
implementation timeframes. The Draft 2022 State Route 91 Implementation
Plan is provided for information purposes.
Recommendation
Receive and file as an information item.
AGENDA State Route 91 Advisory Committee Agenda
Page 4 of 4
Discussion Items
4. 91 Express Lanes Update
Kirk Avila/Jennifer Crosson
Staff from Orange County Transportation Authority and Riverside County
Transportation Commission will provide an operational update on the
91 Express Lanes.
5. Public Comments
6. General Manager's Report - Orange County Transportation Authority
7. Toll Operations Report - Riverside County Transportation Commission
8. Committee Members' Reports
9. Closed Session
There are no Closed Session items scheduled.
10. Adjournment
The next regularly scheduled meeting of this Committee will be held at
9:00 a.m. on Friday, October 7, 2022, at the Orange County
Transportation Authority Headquarters, Board Room, 550 South
Main Street, Orange, California.
MINUTES
State Route 91 Advisory Committee Meeting
March 4, 2022 Page 1 of 4
Committee Members Present Via
Teleconference
Brian Berkson, RCTC, Chairman
Mark A. Murphy, OCTA, Vice Chairman
Doug Chaffee, OCTA
Gene Hernandez, OCTA, Immediate
Past Chairman
Kevin Jeffries, RCTC
Bob Magee, RCTC
Harry S. Sidhu, OCTA
Wes Speake, RCTC
Karen Spiegel, RCTC
Donald P. Wagner, OCTA
Michael Beauchamp, Caltrans
Dist. 8, Ex-Officio
Ray Marquez, SBCTA - Ex-Officio
Staff Present
Sahara Meisenheimer, Clerk of the Board Specialist
Gina Ramirez, Clerk of the Board Specialist, Sr.
Via Teleconference
Jennifer L. Bergener, OCTA, Deputy Chief
Executive Officer
Kirk Avila, OCTA. General Manager, 91 Express Lanes
Anne Mayer, RCTC, Executive Director
James M. Donich, OCTA General Counsel
Steven DeBaun, RCTC, General Counsel
Committee Members Absent
Ryan Chamberlain, Caltrans
Dist.12, Ex-Officio
Call to Order
The March 4, 2022 regular meeting of the State Route 91 (SR-91) Advisory
Committee was called to order by Committee Chairman Hernandez at 9:01 a.m.
Roll Call
Sahara Meisenheimer, Clerk of the Board Specialist, conducted an attendance roll
call and announced a quorum of the SR-91 Advisory Committee.
Pledge of Allegiance
Member Spiegel led in the Pledge of Allegiance.
Special Calendar
1. Election of New State Route 91 Advisory Committee Chair
Committee Chairman Hernandez opened the floor for nominations of the
Committee Chair and recommended Committee Vice Chairman Berkson.
MINUTES
State Route 91 Advisory Committee Meeting
March 4, 2022 Page 2 of 4
A motion was made by Member Spiegel, seconded by Member Murphy, and
following a roll call vote, declared passed 9-0 by those present, to elect
current Committee Vice Chairman Berkson as the Chairman for the
State Route 91 Advisory Committee.
Member Magee was not present to vote on this item.
2. Election of New State Route 91 Advisory Committee Vice Chair
Newly-elected Committee Chairman Berkson opened the floor for
nominations of the office of Committee Vice Chair. Member Hernandez
nominated Member Murphy.
A motion was made by Member Hernandez, seconded by Member Wagner,
and declared passed 9-0 by those present, to elect Member Murphy as the
Vice Chairman for the State Route 91 Advisory Committee.
Member Magee was not present to vote on this item.
Consent Calendar (Items 3 through 6)
3. Approval of Minutes
A motion was made by Member Murphy, seconded by Member Spiegel, and
declared passed 9-0 by those present, to approve the minutes of the
State Route Advisory Committee of June 4, 2021.
Member Magee was not present to vote on this item.
4. 91 Express Lanes Status Reports
A motion was made by Member Murphy, seconded by Member Spiegel, and
declared passed 9-0 by those present to receive and file the 91 Express
Lanes Status Reports for the months of May 2021 through December 2021.
Member Magee was not present to vote on this item.
5. Orange County Transportation Authority Fiscal Year 2020 -21
91 Express Lanes Fund Financial Statements
A motion was made by Member Murphy, seconded by Member Spiegel, and
declared passed 9-0 by those present to receive and file the Orange County
Transportation Authority Fiscal Year 2020-21 91 Express Lanes Fund annual
financial statements.
Member Magee was not present to vote on this item.
MINUTES
State Route 91 Advisory Committee Meeting
March 4, 2022 Page 3 of 4
6. Fiscal Year 2020/21 Riverside County Transportation Commission
91 Express Lanes Annual Financial Statements
A motion was made by Member Murphy, seconded by Member Spiegel, and
declared passed 9-0 by those present, to receive and file Fiscal Year 2020-21
Riverside County Transportation Commission 91 Express Lanes Fund
audited financial statements.
Regular Calendar
There were no Regular Calendar items scheduled.
Discussion Items
7. 91 Express Lanes Update
Kirk Avila, General Manager, OCTA, 91 Express Lanes and Jennifer Crosson,
Toll Operations Director, RCTC, co-presented a PowerPoint presentation.
No action was taken on this item.
8. Riverside County Transportation Commission Update on Ongoing
Projects in the State Route 91 Corridor
David Thomas, Toll Project Manager, RCTC, provided a PowerPoint
presentation.
A discussion ensued regarding:
Thanks to RCTC and a collaboration of cities for ensuring this project
moved forward in the time frame it did.
OCTA’s partnership and contribution of $15 million to the project and
the importance of the SR-91 Advisory Committee.
Staff is continuing to work on the traffic that is present at the Green
River onramp.
No action was taken on this item.
9. Public Comments
No public comments were received.
MINUTES
State Route 91 Advisory Committee Meeting
March 4, 2022 Page 4 of 4
10. General Manager's Report - Orange County Transportation Authority
Kirk Avila, General Manager, OCTA, 91 Express Lanes, reported on the
following:
OCTA is seeking public input on a study to improve mobility on the
SR-91 corridor through Orange County. The study will look at ways to
improve travel efficiency and air quality. A survey will be available on
OCTA’s website through March 27th.
2022 SR-91 Implementation Plan is currently under development and
will be presented at the next meeting in June.
11. Toll Operations Report - Riverside County Transportation Commission
Jennifer Crosson, Toll Operations Director, RCTC, reported that RCTC
continues to work on the 241/91 connector which has an impact on the
91 Express Lanes and will tie into changes to the toll policy.
12. Committee Members' Reports
There were no Committee Members’ Reports.
13. Closed Session
There were no Closed Session items scheduled.
14. Adjournment
The meeting adjourned at 9:40 a.m.
The next regularly scheduled meeting of this Committee will be held at
9:00 a.m. on Friday, June 3, 2022 at the Orange County
Transportation Authority Headquarters, Conference Room 07,
550 South Main Street, Orange, California.
ATTEST
Sahara Meisenheimer
Clerk of the Board Specialist
Orange County Transportation Authority
550 South Main Street / P.O. Box 14184 / Orange / California 92863-1584 / (714) 560-OCTA (6282)
Riverside County Transportation Commission
4080 Lemon Street, 3rd Floor / Riverside / CA 92501 / (951) 787-7141
June 3, 2022
To: State Route 91 Advisory Committee
From: Kirk Avila, General Manager, OCTA
Jennifer Crosson, Toll Program Director, RCTC
Subject: 91 Express Lanes Status Reports
Overview
The 91 Express Lanes status reports for the months of January 2022 through
March 2022 have been prepared for State Route 91 Advisory Committee review.
The reports highlight operational and financial activities for both the Orange County
Transportation Authority and Riverside County Transportation Commission
segments of the 91 Express Lanes.
Recommendation
Receive and file the 91 Express Lanes Status Reports for the months of
January 2022 through March 2022.
Background
The joint monthly status reports are prepared to document 91 Express Lanes
activities and are provided for State Route 91 Advisory Committee review.
Discussion
For the months of January 2022 through March 2022, 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 increased as compared to the same periods in
2020, as a result of the coronavirus pandemic and the state’s stay-at-home orders,
beginning in March 2020, for residents to stay at home and refrain from
non-essential travel.
As of the end of March 2022, for the OCTA segment, the 2021-22 fiscal
year-to-date traffic volume and gross potential toll revenue increased by
91 Express Lanes Status Reports Page 2
39.4 percent and 32.7 percent, respectively. For the RCTC segment, a fiscal
year-to-date comparison reflects an increase in traffic volume of 40.2 percent
and an increase of 54.6 percent in gross potential toll revenue.
Staff will continue to closely monitor traffic and revenue data and report back to
the State Route 91 Advisory Committee regularly.
Summary
The 91 Express Lanes status reports for the months of January 2022 through
March 2022 are provided for review. The report highlights operational and
financial activities.
Attachments
A. 91 Express Lanes Status Report – As of January 31, 2022
B. 91 Express Lanes Status Report – As of February 28, 2022
C. 91 Express Lanes Status Report – As of March 31, 2022
ATTACHMENT A
Orange County Transportation Authority
Riverside County Transportation Commission
Status Report
January 2022
As of January 31, 2022
2
Table of Contents
Operations Overview OCTA ............................................................................................ 3
Traffic and Revenue Statistics for OCTA ......................................................................... 3
OCTA Traffic and Revenue Summary ............................................................................. 5
OCTA Eastbound Peak-Hour Volumes ........................................................................... 6
OCTA Westbound Peak-Hour Volumes .......................................................................... 7
OCTA Operational Highlights .......................................................................................... 8
Financial Highlights OCTA .............................................................................................. 9
Operations Overview RCTC .......................................................................................... 10
Traffic and Revenue Statistics for RCTC ....................................................................... 10
RCTC Traffic and Revenue Summary ........................................................................... 12
RCTC Peak-Hour Volumes ........................................................................................... 13
RCTC Eastbound Peak-Hour Volumes ......................................................................... 13
RCTC Westbound Peak-Hour Volumes ........................................................................ 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
3
OPERATIONS OVERVIEW OCTA
TRAFFIC AND REVENUE STATIST ICS FOR OCTA
Total traffic volume on the 91 Express Lanes for January 2022 was 1,347,435. This
represents a daily average of 43,466 vehicles. This is a 33.9 percent increase in total
traffic volume from the same period last year, which totaled 1,006,124 and was the 11th
month of the State of California’s stay-at-home orders due to the coronavirus (COVID-19)
pandemic. Potential toll revenue for January was $4,242,437, which represents an
increase of 27.6 percent from the prior year’s total of $3,324,115. Carpool percentage for
January was 23.3 percent as compared to the previous year’s rate of 21.2 percent. As
compared to January 2020, traffic volume and revenue both decreased by 6.8 percent.
This can be attributed to the overnight closure s for the Toll Entrance Gantries
Infrastructure and 91 Corridor Operations Projects.
Month-to-date (MTD) traffic and revenue data is summarized in the table below. The
following trip and revenue statistics tables represent all trips taken on the Orange County
Transportation Authority (OCTA) 91 Express Lanes and associated potential revenue for
the month of January 2022.
Current MTD as of January 31, 2022
Trips
Jan-22
MTD
Actual
Jan-21
MTD
Actual
Yr 22-to-Yr 21
%
Variance
Jan-20
MTD
Actual
Yr 22-to-Yr 20
%
Variance
Full Toll Lanes 1,032,864 793,294 30.2%1,089,159 (5.2%)
3+ Lanes 314,571 212,830 47.8%357,182 (11.9%)
Total Gross Trips 1,347,435 1,006,124 33.9%1,446,341 (6.8%)
Revenue
Full Toll Lanes $4,188,067 $3,282,653 27.6%$4,482,172 (6.6%)
3+ Lanes $54,371 $41,462 31.1%$71,325 (23.8%)
Total Gross Revenue $4,242,437 $3,324,115 27.6%$4,553,497 (6.8%)
Average Revenue per Trip
Average Full Toll Lanes $4.05 $4.14 (2.2%)$4.12 (1.7%)
Average 3+ Lanes $0.17 $0.19 (10.5%)$0.20 (15.0%)
Average Gross Revenue $3.15 $3.30 (4.5%)$3.15 0.0%
4
The 2021 fiscal year-to-date (YTD) traffic volume increased by 44.4 percent and potential
toll revenue increased by 36.9 percent, when compared with the same period last year.
YTD average revenue per trip is $3.09.
Fiscal YTD traffic and revenue data are summarized in the table below. The following trip
and revenue statistics tables represent all trips taken on the OCTA 91 Express Lanes and
associated potential revenue for the months of July 2021 through January 2022.
Fiscal Year (FY) 2020-21 YTD as of January 31, 2022
Trips
FY 2021-22
YTD
Actual
FY 20-21
YTD
Actual
Yr-to-Yr
%
Variance
Full Toll Lanes 8,854,808 6,224,785 42.3%
3+ Lanes 2,643,089 1,738,590 52.0%
Total Gross Trips 11,497,897 7,963,375 44.4%
Revenue
Full Toll Lanes $35,146,324 $25,581,396 37.4%
3+ Lanes $355,615 $343,611 3.5%
Total Gross Revenue $35,501,939 $25,925,008 36.9%
Average Revenue per Trip
Average Full Toll Lanes $3.97 $4.11 (3.4%)
Average 3+ Lanes $0.13 $0.20 (35.0%)
Average Gross Revenue $3.09 $3.26 (5.2%)
5
O CTA Traffic and Revenue Summary
The chart below reflects the total trips breakdown between full toll trips and
high-occupancy vehicle (HOV3+) trips for FY 2021-22 on a monthly basis.
The chart below reflects the gross potential revenue breakdown between full toll trips and
HOV3+ trips for FY 2021-22 on a monthly basis.
6
OCTA EASTBOUND PEAK -HOUR VOLUMES
Peak-hour traffic in the eastbound and westbound direction reached or exceeded
90 percent of defined capacity eight times during the month of January 2022.
As demonstrated on the next chart, westbound peak -hour traffic volumes top out at
84 percent of defined capacity.
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 372 2,302 68%$5.30 385 2,455 72%$5.30 430 2,900 85%$7.70 452 2,699 79%$8.35 535 2,916 86%
1500 - 1600 $5.65 504 2,840 84%$4.75 551 3,473 102%$7.45 554 2,791 82%$7.45 555 3,111 92%$7.90 650 2,976 88%
1600 - 1700 $5.10 395 2,392 70%$5.25 427 2,575 76%$6.50 370 2,578 76%$7.00 401 2,730 80%$6.95 448 2,667 78%
1700 - 1800 $4.95 404 2,222 65%$4.90 484 2,716 80%$5.40 479 2,653 78%$6.70 508 2,702 79%$6.75 535 2,472 73%
1800 - 1900 $5.65 435 1,528 45%$4.05 470 2,012 59%$4.05 443 1,714 50%$4.50 510 2,200 65%$6.75 513 1,849 54%
1900 - 2000 $3.95 338 1,024 30%$3.95 354 1,210 36%$3.95 436 1,503 44%$5.75 438 1,383 41%$6.25 447 1,438 42%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 341 2,356 69%$5.30 293 1,774 52%$5.30 368 2,812 83%$7.70 388 2,634 77%$8.35 489 2,853 84%
1500 - 1600 $5.65 531 3,030 89%$4.75 521 3,221 95%$7.45 564 2,922 86%$7.45 556 3,162 93%$7.90 585 2,908 86%
1600 - 1700 $5.10 369 2,836 83%$5.25 317 2,167 64%$6.50 399 2,771 82%$7.00 407 2,952 87%$6.95 440 2,686 79%
1700 - 1800 $4.95 414 2,572 76%$4.90 434 2,752 81%$5.40 462 2,637 78%$6.70 450 2,521 74%$6.75 536 2,785 82%
1800 - 1900 $5.65 461 1,725 51%$4.05 504 2,396 70%$4.05 495 2,076 61%$4.50 470 2,081 61%$6.75 583 2,260 66%
1900 - 2000 $3.95 310 1,052 31%$3.95 338 1,180 35%$3.95 311 1,186 35%$5.75 364 1,221 36%$6.25 490 1,573 46%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 470 2,292 67%$5.30 349 2,402 71%$5.30 377 2,833 83%$7.70 421 2,719 80%$8.35 549 3,142 92%
1500 - 1600 $5.65 621 2,780 82%$4.75 556 3,515 103%$7.45 518 2,960 87%$7.45 525 2,993 88%$7.90 602 2,938 86%
1600 - 1700 $5.10 141 798 23%$5.25 339 2,379 70%$6.50 418 2,990 88%$7.00 390 2,826 83%$6.95 433 2,816 83%
1700 - 1800 $4.95 640 2,818 83%$4.90 488 2,870 84%$5.40 461 2,753 81%$6.70 500 2,845 84%$6.75 512 2,664 78%
1800 - 1900 $5.65 432 1,557 46%$4.05 529 2,292 67%$4.05 566 2,312 68%$4.50 602 2,582 76%$6.75 641 2,445 72%
1900 - 2000 $3.95 417 1,133 33%$3.95 325 1,271 37%$3.95 375 1,339 39%$5.75 409 1,502 44%$6.25 522 1,745 51%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 381 2,561 75%$5.30 397 2,551 75%$5.30 406 2,980 88%$7.70 465 2,906 85%$8.35 526 2,871 84%
1500 - 1600 $5.65 510 2,992 88%$4.75 540 3,301 97%$7.45 564 2,973 87%$7.45 524 3,067 90%$7.90 605 2,880 85%
1600 - 1700 $5.10 385 2,871 84%$5.25 399 2,620 77%$6.50 392 2,868 84%$7.00 376 2,834 83%$6.95 394 2,710 80%
1700 - 1800 $4.95 472 2,896 85%$4.90 470 2,875 85%$5.40 465 2,803 82%$6.70 530 3,039 89%$6.75 536 2,958 87%
1800 - 1900 $5.65 582 2,203 65%$4.05 659 2,959 87%$4.05 622 2,812 83%$4.50 593 2,630 77%$6.75 584 2,398 71%
1900 - 2000 $3.95 374 1,273 37%$3.95 413 1,582 47%$3.95 429 1,609 47%$5.75 494 1,925 57%$6.25 471 1,510 44%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 396 2,651 75%
1500 - 1600 $5.65 496 2,984 88%
1600 - 1700 $5.10 430 2,986 84%
1700 - 1800 $4.95 497 3,032 85%
1800 - 1900 $5.65 539 2,300 65%
1900 - 2000 $3.95 391 1,288 37%
02/02/22 Thursday 02/03/22 Friday 02/04/22Monday 01/31/22 Tuesday 02/01/22 Wednesday
01/26/22 Thursday 01/27/22 Friday 01/28/22Monday 01/24/22 Tuesday 01/25/22 Wednesday
Thursday 01/13/22 Friday 01/14/22
Monday 01/17/22 Tuesday 01/18/22 Wednesday 01/19/22 Thursday 01/20/22 Friday 01/21/22
Thursday 01/06/22 Friday 01/07/22
Monday 01/10/22 Tuesday 01/11/22 Wednesday 01/12/22
Monday 01/03/22 Tuesday 01/04/22 Wednesday 01/05/22
7
OCTA WEST BOUND PEAK -HOUR VOLUMES
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 362 1,135 33%$3.15 390 1,226 36%$3.15 399 1,247 37%$3.15 385 1,189 35%$3.15 342 1,042 31%
0500 - 0600 $5.10 557 2,198 65%$5.10 642 2,402 71%$5.10 628 2,377 70%$5.10 609 2,333 69%$4.85 523 2,072 61%
0600 - 0700 $5.30 426 1,885 55%$5.30 476 2,192 64%$5.30 497 2,403 71%$5.30 494 2,144 63%$5.10 436 1,888 56%
0700 - 0800 $5.80 280 1,340 39%$5.80 375 1,921 57%$5.80 394 2,278 67%$5.80 357 1,683 50%$5.65 346 1,629 48%
0800 - 0900 $5.30 240 1,390 41%$5.30 233 1,506 44%$5.30 307 2,222 65%$5.30 268 1,626 48%$5.10 219 1,436 42%
0900 - 1000 $4.20 301 1,448 43%$4.20 243 1,477 43%$4.20 307 2,023 60%$4.20 300 1,582 47%$4.20 248 1,451 43%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 381 1,224 36%$3.15 399 1,232 36%$3.15 407 1,208 36%$3.15 395 1,174 35%$3.15 363 1,043 31%
0500 - 0600 $5.10 628 2,515 74%$5.10 628 2,476 73%$5.10 629 2,468 73%$5.10 637 2,371 70%$4.85 554 2,201 65%
0600 - 0700 $5.30 507 2,286 67%$5.30 514 2,343 69%$5.30 513 2,263 67%$5.30 524 2,315 68%$5.10 440 1,916 56%
0700 - 0800 $5.80 381 1,841 54%$5.80 420 1,936 57%$5.80 403 1,850 54%$5.80 411 1,967 58%$5.65 350 1,646 48%
0800 - 0900 $5.30 265 1,698 50%$5.30 244 1,723 51%$5.30 242 1,780 52%$5.30 253 1,781 52%$5.10 212 1,609 47%
0900 - 1000 $4.20 230 1,399 41%$4.20 217 1,596 47%$4.20 207 1,563 46%$4.20 227 1,501 44%$4.20 259 1,556 46%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 297 935 28%$3.15 416 1,238 36%$3.15 418 1,209 36%$3.15 422 1,188 35%$3.15 335 1,001 29%
0500 - 0600 $5.10 427 1,744 51%$5.10 649 2,525 74%$5.10 648 2,464 72%$5.10 677 2,395 70%$4.85 619 2,228 66%
0600 - 0700 $5.30 274 1,375 40%$5.30 510 2,374 70%$5.30 552 2,406 71%$5.30 571 2,414 71%$5.10 492 2,103 62%
0700 - 0800 $5.80 224 1,213 36%$5.80 449 2,229 66%$5.80 450 2,126 63%$5.80 437 2,090 61%$5.65 383 1,857 55%
0800 - 0900 $5.30 276 1,391 41%$5.30 258 2,079 61%$5.30 229 1,792 53%$5.30 246 1,790 53%$5.10 283 1,839 54%
0900 - 1000 $4.20 387 1,577 46%$4.20 226 1,634 48%$4.20 205 1,587 47%$4.20 227 1,715 50%$4.20 234 1,523 45%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 421 1,305 38%$3.15 453 1,338 39%$3.15 433 1,280 38%$3.15 447 1,346 40%$3.15 358 1,112 33%
0500 - 0600 $5.10 697 2,641 78%$5.10 695 2,864 84%$5.10 678 2,606 77%$5.10 677 2,622 77%$4.85 631 2,368 70%
0600 - 0700 $5.30 592 2,596 76%$5.30 534 2,519 74%$5.30 598 2,593 76%$5.30 547 2,542 75%$5.10 523 2,230 66%
0700 - 0800 $5.80 492 2,423 71%$5.80 605 2,818 83%$5.80 508 2,335 69%$5.80 445 2,216 65%$5.65 442 1,879 55%
0800 - 0900 $5.30 279 2,007 59%$5.30 285 2,144 63%$5.30 278 2,137 63%$5.30 260 1,994 59%$5.10 302 1,872 55%
0900 - 1000 $4.20 237 1,772 52%$4.20 224 1,790 53%$4.20 52 606 18%$4.20 234 1,863 55%$4.20 270 1,784 52%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 417 1,268 38%
0500 - 0600 $5.10 672 2,532 78%
0600 - 0700 $5.30 598 2,634 76%
0700 - 0800 $5.80 484 2,384 71%
0800 - 0900 $5.30 221 1,880 59%
0900 - 1000 $4.20 229 1,715 52%
Monday 01/31/22 Tuesday 02/01/22 Wednesday 02/02/22
Thursday 01/20/22 Friday 01/21/22
01/26/22
Thursday 02/03/22 Friday 02/04/22
Thursday 01/27/22 Friday 01/28/22
01/19/22
Monday 01/24/22 Tuesday 01/25/22 Wednesday
Monday 01/17/22 Tuesday 01/18/22 Wednesday
01/12/22 Thursday 01/13/22 Friday 01/14/22Monday 01/10/22 Tuesday 01/11/22 Wednesday
01/05/22 Thursday 01/06/22 Friday 01/07/22Monday 01/03/22 Tuesday 01/04/22 Wednesday
8
OCTA OP ERATIONAL HIGHLIGHTS
91 Express Lanes Back-Office System (BOS) Development Update
In February 2021, 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 (Agencies) and is the firm selected for the design, development, and
implementation of the new BOS, as well as the customer service center operation.
To address the potential delay of transitioning to the new operating agreement, in
October 2019, an amendment to the existing operating agreement was executed which
allowed for six one-month extension periods, from July 1, 2021 through
December 31, 2021. In anticipation the transition will not occur by December 31, in
October 2021, both the Agencies Board of Directors approved a subsequent amendment
which allowed for three one-month extensions, commencing January 1, 2022 through
March 31, 2022. In January, the Agencies provided notice to CUSA that the second
extension period, commencing February 1, 2022 through February 28, 2022 will be
exercised. The Agencies intend to exercise the one-month options until the transition to
the new BOS occurs, which is anticipated to begin March 4, 2022, with go-live on
March 7, 2022.
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 (northbound
State Route 55, eastbound State Route 91 and Westbound State Route 91) of the OCTA
91 Express Lanes. Caltrans advertised and awarded the project in March 2021 and
May 2021, respectively. In June, the contract was executed , and the project kickoff
meeting was held in July. Pre-construction activities began in August and was followed
with construction activities which commenced in September. In December, staff was
notified of a drainage conflict with where the new westbound State Route 91 gantry was
to be installed. Staff is working with the plans, specifications, and estimates consultant
and Caltrans to address the issue. The project is anticipated to be completed in 2022.
During the construction period, overnight closures and possibly, a few full weekend
closures, will occur. 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 (ETTM) system equipment onto the new gantries.
9
FINANCIAL HIGHLIGHTS OCTA
Capital Asset Activity
During the eight months ending February 28, 2022, capital asset activities included
payment of $364,399 attributing to the ETTM system project.
10
OPERATIONS OVERVIEW RCTC
TRAFFIC AND REVENUE STATISTICS FOR RCTC
Total traffic volume on the 91 Express Lanes for January 2022 was 1,134,131. This
represents a daily average of 36,585 vehicles. This is a 34.2 percent increase in total
traffic volume from the same period last year, which totaled 845,056 and was the 11th
month of the State of California’s stay-at-home orders due to the COVID-19 pandemic.
Potential toll revenue for January was $4,493,112, which represents an increase of
55.1 percent from the prior year’s total of $2,897,557. Carpool percentage for January
was 22 percent as compared to the previous year’s rate of 20.3 percent. As compared to
January 2020, traffic volume decreased by 10.4 percent and revenue decreased by
22.9 percent. This can be attributed to the overnight closures for the 91 Corridor
Operations Project.
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 January 2022.
Current MTD as of January 31, 2022
Trips
JAN-22
MTD
Actual
Stantec
MTD
Projected
#
Variance
%
Variance
JAN-21
MTD
Actual
Yr-to-Yr
%
Variance
JAN-20
MTD
Actual
Yr 22-to-Yr 20
%
Variance
Full Toll Lanes 885,039 914,457 (29,418)(3.2%)673,879 31.3% 973,936 (9.1%)
3+ Lanes 249,092 318,543 (69,451)(21.8%)171,177 45.5% 291,433 (14.5%)
Total Gross Trips 1,134,131 1,233,000 (98,869)(8.0%)845,056 34.2% 1,265,369 (10.4%)
Revenue
Full Toll Lanes $4,452,463 $4,050,257 $402,205 9.9% $2,867,125 55.3% $5,789,888 (23.1%)
3+ Lanes $40,650 $0 $40,650 $30,432 33.6% $37,514 8.4%
Total Gross Revenue $4,493,112 $4,050,257 $442,855 10.9% $2,897,557 55.1% $5,827,403 (22.9%)
Average Revenue per Trip
Average Full Toll Lanes $5.03 $4.43 $0.60 13.5% $4.25 18.4% $5.94 (15.3%)
Average 3+ Lanes $0.16 $0.00 $0.16 $0.18 (11.1%)$0.13 23.1%
Average Gross Revenue $3.96 $3.28 $0.68 20.7% $3.43 15.5% $4.61 (14.1%)
11
The 2021 fiscal YTD traffic volume increased by 46 percent, and potential toll revenue
increased by 59.2 percent, when compared with the same period last year.
YTD average revenue per-trip is $3.71.
Fiscal YTD traffic and revenue data are summarized in the table below. The following trip
and revenue statistics tables represent all trips taken on the RCTC 91 Express Lanes and
associated potential revenue for the months of July 2021 through January 2022.
FY 2020-21 YTD as of January 31, 2022
Trips
FY 2021-22
YTD
Actual
Stantec
YTD
Projected
#
Variance
%
Variance
FY 2020-21
YTD
Actual
Yr-to-Yr
%
Variance
Full Toll Lanes 7,702,079 6,532,757 1,169,322 17.9% 5,325,250 44.6%
3+ Lanes 2,105,446 2,311,200 (205,754)(8.9%)1,392,469 51.2%
Total Gross Trips 9,807,525 8,843,957 963,568 10.9% 6,717,719 46.0%
Revenue
Full Toll Lanes $36,118,361 $28,343,514 $7,774,846 27.4% $22,627,133 59.6%
3+ Lanes $284,403 $0 $284,403 $244,494 16.3%
Total Gross Revenue $36,402,763 $28,343,514 $8,059,249 28.4% $22,871,627 59.2%
Average Revenue per Trip
Average Full Toll Lanes $4.69 $4.34 $0.35 8.1% $4.25 10.4%
Average 3+ Lanes $0.14 $0.00 $0.14 $0.18 (22.2%)
Average Gross Revenue $3.71 $3.20 $0.51 15.9% $3.40 9.1%
12
RCTC Traffic and Revenue Summary
The chart below reflects the total trips broken down between full toll lanes and HOV3+
lanes for FY 2021-22 on a monthly basis.
The chart below reflects the gross potential revenue breakdown between full toll lanes
and HOV3+ lanes for FY 2021-22 on a monthly basis.
13
RCTC PEAK -HOUR VOLUMES
In January, no toll rates were adjusted. RCTC evaluates traffic volumes for peak period
hours and adjusts rates according to the toll rate policy.
RCTC E ASTBOUND PEAK -HOUR VOLUMES
Eastbound PM Peak - County Line to McKinley
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 174 823 997 C $7.05 172 878 1,050 D $9.15 180 895 1,075 D $12.25 190 917 1,107 D $26.80 242 931 1,173 D
1500 - 1600 $8.45 231 879 1,110 D $10.50 235 916 1,151 D $13.55 225 839 1,064 D $16.60 218 892 1,110 D $26.50 288 914 1,202 E
1600 - 1700 $7.05 198 715 913 C $5.45 212 911 1,123 D $7.05 206 909 1,115 D $8.45 196 931 1,127 D $15.60 235 887 1,122 D
1700 - 1800 $5.45 160 673 833 C $5.45 190 862 1,052 D $5.45 182 717 899 C $5.45 220 802 1,022 D $7.40 234 800 1,034 D
1800 - 1900 $5.45 210 435 645 B $5.45 207 643 850 C $5.45 148 509 657 B $5.45 241 714 955 C $5.45 240 637 877 C
1900 - 2000 $2.30 126 281 407 B $4.25 161 345 506 B $4.25 215 497 712 B $5.45 190 407 597 B $4.25 202 432 634 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 166 790 956 C $7.05 138 715 853 C $9.15 168 919 1,087 D $12.25 161 888 1,049 D $26.80 320 1,029 1,349 F
1500 - 1600 $8.45 219 921 1,140 D $10.50 208 844 1,052 D $13.55 227 863 1,090 D $16.60 244 919 1,163 D $26.50 299 952 1,251 E
1600 - 1700 $7.05 195 867 1,062 D $5.45 188 900 1,088 D $7.05 204 889 1,093 D $8.45 216 912 1,128 D $15.60 301 928 1,229 E
1700 - 1800 $5.45 182 727 909 C $5.45 182 783 965 C $5.45 187 772 959 C $5.45 184 883 1,067 D $7.40 245 928 1,173 D
1800 - 1900 $5.45 176 541 717 B $5.45 211 731 942 C $5.45 205 659 864 C $5.45 187 710 897 C $5.45 284 751 1,035 D
1900 - 2000 $2.30 115 262 377 A $4.25 146 421 567 B $4.25 122 361 483 B $5.45 152 387 539 B $4.25 273 627 900 C
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 229 814 1,043 D $7.05 165 863 1,028 D $9.15 180 950 1,130 D $12.25 201 953 1,154 D $26.80 263 1,035 1,298 E
1500 - 1600 $8.45 277 856 1,133 D $10.50 254 937 1,191 D $13.55 228 925 1,153 D $16.60 225 923 1,148 D $26.50 308 903 1,211 E
1600 - 1700 $7.05 82 313 395 A $5.45 179 926 1,105 D $7.05 215 941 1,156 D $8.45 179 942 1,121 D $15.60 250 913 1,163 D
1700 - 1800 $5.45 275 837 1,112 D $5.45 223 832 1,055 D $5.45 199 809 1,008 D $5.45 204 885 1,089 D $7.40 213 871 1,084 D
1800 - 1900 $5.45 274 666 940 C $5.45 222 737 959 C $5.45 227 703 930 C $5.45 250 773 1,023 D $5.45 295 763 1,058 D
1900 - 2000 $2.30 174 342 516 B $4.25 135 367 502 B $4.25 151 440 591 B $5.45 156 534 690 B $4.25 227 688 915 C
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 167 887 1,054 D $7.05 184 896 1,080 D $9.15 181 978 1,159 D $12.25 214 982 1,196 D $26.80 244 949 1,193 D
1500 - 1600 $8.45 203 889 1,092 D $10.50 255 855 1,110 D $13.55 234 910 1,144 D $16.60 249 875 1,124 D $26.50 283 878 1,161 D
1600 - 1700 $7.05 187 876 1,063 D $5.45 221 912 1,133 D $7.05 208 975 1,183 D $8.45 200 1,003 1,203 E $15.60 262 824 1,086 D
1700 - 1800 $5.45 192 803 995 C $5.45 197 912 1,109 D $5.45 168 845 1,013 D $5.45 218 885 1,103 D $7.40 216 902 1,118 D
1800 - 1900 $5.45 222 696 918 C $5.45 243 859 1,102 D $5.45 274 831 1,105 D $5.45 239 706 945 C $5.45 261 843 1,104 D
1900 - 2000 $2.30 155 419 574 B $4.25 198 552 750 B $4.25 191 557 748 B $5.45 226 747 973 C $4.25 167 486 653 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 179 934 1,113 D
1500 - 1600 $8.45 225 896 1,121 D
1600 - 1700 $7.05 175 963 1,138 D
1700 - 1800 $5.45 173 897 1,070 D
1800 - 1900 $5.45 231 748 979 C
1900 - 2000 $2.30 178 429 607 B
01/06/22 Friday 01/07/22Monday01/03/22 Tuesday 01/04/22 Wednesday 01/05/22 Thursday
Monday 01/31/22 Tuesday 02/01/22 Wednesday 02/02/22 Thursday 02/03/22 Friday 02/04/22
01/11/22
Thursday
Wednesday 01/26/22Monday01/24/22 Tuesday 01/25/22
Monday 01/17/22 Tuesday 01/18/22 Wednesday 01/19/22
Wednesday 01/12/22 Thursday 01/13/22 Friday 01/14/22
01/20/22 Friday 01/21/22
Monday 01/10/22 Tuesday
Thursday 01/27/22 Friday 01/28/22
14
Eastbound PM Peak - County Line to 15 SB Ontario
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 102 517 619 B $5.45 107 596 703 B $5.45 134 668 802 C $5.45 106 639 745 B $5.45 145 660 805 C
1500 - 1600 $5.45 123 617 740 B $5.45 131 690 821 C $5.45 127 687 814 C $5.45 136 706 842 C $5.45 138 612 750 B
1600 - 1700 $3.00 106 553 659 B $5.45 115 615 730 B $5.45 116 631 747 B $5.45 105 613 718 B $3.00 124 591 715 B
1700 - 1800 $3.00 117 423 540 B $3.00 134 594 728 B $3.00 128 488 616 B $3.00 142 560 702 B $3.00 132 499 631 B
1800 - 1900 $3.00 132 335 467 B $3.00 120 476 596 B $3.00 112 398 510 B $3.00 143 513 656 B $3.00 142 367 509 B
1900 - 2000 $3.00 90 217 307 A $3.00 118 300 418 B $3.00 158 415 573 B $3.00 130 294 424 B $3.00 111 288 399 A
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 92 585 677 B $5.45 79 525 604 B $5.45 130 690 820 C $5.45 116 612 728 B $5.45 140 773 913 C
1500 - 1600 $5.45 120 658 778 B $5.45 114 667 781 B $5.45 120 665 785 B $5.45 117 670 787 B $5.45 113 554 667 B
1600 - 1700 $3.00 111 585 696 B $5.45 106 635 741 B $5.45 111 562 673 B $5.45 96 606 702 B $3.00 103 574 677 B
1700 - 1800 $3.00 110 548 658 B $3.00 116 536 652 B $3.00 119 563 682 B $3.00 95 605 700 B $3.00 136 629 765 B
1800 - 1900 $3.00 141 399 540 B $3.00 136 551 687 B $3.00 109 474 583 B $3.00 98 522 620 B $3.00 123 497 620 B
1900 - 2000 $3.00 110 251 361 A $3.00 99 322 421 B $3.00 96 286 382 A $3.00 93 314 407 B $3.00 123 386 509 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 142 510 652 B $5.45 105 608 713 B $5.45 124 655 779 B $5.45 114 634 748 B $5.45 134 721 855 C
1500 - 1600 $5.45 144 584 728 B $5.45 119 711 830 C $5.45 100 721 821 C $5.45 102 692 794 B $5.45 121 647 768 B
1600 - 1700 $3.00 45 167 212 A $5.45 100 615 715 B $5.45 123 639 762 B $5.45 102 626 728 B $3.00 100 631 731 B
1700 - 1800 $3.00 148 639 787 B $3.00 120 562 682 B $3.00 120 593 713 B $3.00 115 614 729 B $3.00 120 525 645 B
1800 - 1900 $3.00 176 465 641 B $3.00 135 514 649 B $3.00 145 470 615 B $3.00 136 574 710 B $3.00 164 534 698 B
1900 - 2000 $3.00 111 258 369 A $3.00 104 311 415 B $3.00 118 345 463 B $3.00 106 391 497 B $3.00 165 368 533 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 117 649 766 B $5.45 110 721 831 C $5.45 97 713 810 C $5.45 117 706 823 C $5.45 151 796 947 C
1500 - 1600 $5.45 98 670 768 B $5.45 115 678 793 B $5.45 116 744 860 C $5.45 124 696 820 C $5.45 143 628 771 B
1600 - 1700 $3.00 104 613 717 B $5.45 100 592 692 B $5.45 90 613 703 B $5.45 105 640 745 B $3.00 115 626 741 B
1700 - 1800 $3.00 121 607 728 B $3.00 106 629 735 B $3.00 99 615 714 B $3.00 102 679 781 B $3.00 106 662 768 B
1800 - 1900 $3.00 128 518 646 B $3.00 175 652 827 C $3.00 156 595 751 B $3.00 112 488 600 B $3.00 160 560 720 B
1900 - 2000 $3.00 115 284 399 A $3.00 107 458 565 B $3.00 125 430 555 B $3.00 158 572 730 B $3.00 84 325 409 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 102 687 789 B
1500 - 1600 $5.45 114 664 778 B
1600 - 1700 $3.00 96 653 749 B
1700 - 1800 $3.00 101 654 755 B
1800 - 1900 $3.00 137 576 713 B
1900 - 2000 $3.00 111 324 435 B
Monday 01/03/22 Tuesday 01/04/22 Wednesday 01/05/22 Thursday 01/06/22 Friday 01/07/22
Wednesday 02/02/22 Thursday 02/03/22 Friday 02/04/22Monday01/31/22 Tuesday 02/01/22
Thursday 01/27/22 Friday 01/28/22Monday01/24/22 Tuesday 01/25/22 Wednesday 01/26/22
Wednesday 01/19/22 Thursday 01/20/22 Friday 01/21/22Monday01/17/22 Tuesday 01/18/22
Monday 01/10/22 Tuesday 01/11/22 Wednesday 01/12/22 Thursday 01/13/22 Friday 01/14/22
15
RCTC W ESTBOUND PEAK -HOUR VOLUMES
Westbound AM Peak - McKinley to County Line
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 174 420 594 B $2.30 167 481 648 B $2.30 191 441 632 B $2.30 170 448 618 B $2.30 146 414 560 B
0500 - 0600 $11.20 327 887 1,214 E $11.20 304 1053 1,357 F $11.20 338 1061 1,399 F $9.45 312 1,044 1,356 F $5.45 242 968 1,210 E
0600 - 0700 $17.30 220 703 923 C $18.30 217 908 1,125 D $18.30 223 974 1,197 D $17.30 211 904 1,115 D $10.45 183 816 999 C
0700 - 0800 $14.30 204 711 915 C $14.30 214 942 1,156 D $14.30 250 1058 1,308 E $13.30 214 880 1,094 D $9.40 195 817 1,012 D
0800 - 0900 $9.40 147 706 853 C $10.40 135 770 905 C $10.40 165 1038 1,203 E $9.40 137 835 972 C $5.45 103 672 775 B
0900 - 1000 $5.45 145 608 753 B $7.05 125 583 708 B $7.05 143 743 886 C $7.05 144 638 782 B $4.25 122 598 720 B
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 150 493 643 B $2.30 173 457 630 B $2.30 162 492 654 B $2.30 187 433 620 B $2.30 176 398 574 B
0500 - 0600 $11.20 309 1,156 1,465 F $11.20 313 1047 1,360 F $11.20 294 1060 1,354 F $9.45 347 982 1,329 E $5.45 286 912 1,198 D
0600 - 0700 $17.30 244 919 1,163 D $18.30 244 926 1,170 D $18.30 229 913 1,142 D $17.30 276 866 1,142 D $10.45 231 737 968 C
0700 - 0800 $14.30 240 824 1,064 D $14.30 226 871 1,097 D $14.30 216 836 1,052 D $13.30 232 852 1,084 D $9.40 219 777 996 C
0800 - 0900 $9.40 131 837 968 C $10.40 135 789 924 C $10.40 117 845 962 C $9.40 148 804 952 C $5.45 131 735 866 C
0900 - 1000 $5.45 112 625 737 B $7.05 111 689 800 B $7.05 110 646 756 B $7.05 117 568 685 B $4.25 116 588 704 B
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 147 381 528 B $2.30 208 465 673 B $2.30 193 448 641 B $2.30 191 405 596 B $2.30 154 333 487 B
0500 - 0600 $11.20 202 811 1,013 D $11.20 349 1,110 1,459 F $11.20 331 1,110 1,441 F $9.45 367 1,046 1,413 F $5.45 324 973 1,297 E
0600 - 0700 $17.30 132 621 753 B $18.30 265 994 1,259 E $18.30 284 960 1,244 E $17.30 282 941 1,223 E $10.45 240 857 1,097 D
0700 - 0800 $14.30 116 620 736 B $14.30 311 1,041 1,352 F $14.30 279 941 1,220 E $13.30 269 913 1,182 D $9.40 271 760 1,031 D
0800 - 0900 $9.40 158 586 744 B $10.40 143 981 1,124 D $10.40 133 901 1,034 D $9.40 119 863 982 C $5.45 146 792 938 C
0900 - 1000 $5.45 203 587 790 B $7.05 123 672 795 B $7.05 109 660 769 B $7.05 116 706 822 C $4.25 128 560 688 B
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 195 475 670 B $2.30 209 457 666 B $2.30 202 438 640 B $2.30 216 491 707 B $2.30 197 431 628 B
0500 - 0600 $11.20 395 1,091 1,486 F $11.20 375 1,031 1,406 F $11.20 381 1,118 1,499 F $9.45 326 1,172 1,498 F $5.45 352 1,000 1,352 F
0600 - 0700 $17.30 294 1,006 1,300 E $18.30 247 850 1,097 D $18.30 334 1,038 1,372 F $17.30 275 1,054 1,329 E $10.45 262 882 1,144 D
0700 - 0800 $14.30 320 1,080 1,400 F $14.30 405 1,318 1,723 F $14.30 319 974 1,293 E $13.30 280 958 1,238 E $9.40 269 798 1,067 D
0800 - 0900 $9.40 138 944 1,082 D $10.40 164 1,059 1,223 E $10.40 149 949 1,098 D $9.40 147 931 1,078 D $5.45 161 836 997 C
0900 - 1000 $5.45 132 855 987 C $7.05 115 725 840 C $7.05 113 799 912 C $7.05 118 763 881 C $4.25 134 718 852 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 199 464 663 B
0500 - 0600 $11.20 365 1,072 1,437 F
0600 - 0700 $17.30 332 1,017 1,349 E
0700 - 0800 $14.30 270 1,092 1,362 F
0800 - 0900 $9.40 111 912 1,023 D
0900 - 1000 $5.45 134 760 894 C
Wednesday 02/02/22 Thursday 02/03/22 Friday 02/04/22Monday01/31/22 Tuesday 02/01/22
Thursday 01/27/22 Friday 01/28/22Monday01/24/22 Tuesday 01/25/22 Wednesday 01/26/22
Wednesday 01/19/22 Thursday 01/20/22 Friday 01/21/22Monday01/17/22 Tuesday 01/18/22
Thursday 01/13/22 Friday 01/14/22Monday01/10/22 Tuesday 01/11/22 Wednesday 01/12/22
Wednesday 01/05/22 Thursday 01/06/22 Friday 01/07/22Monday01/03/22 Tuesday 01/04/22
16
Westbound AM Peak - I-15 North to County Line
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 150 404 554 B $3.00 132 446 578 B $3.00 146 450 596 B $3.00 121 438 559 B $3.00 112 368 480 B
0500 - 0600 $7.00 195 870 1,065 D $7.00 171 998 1,169 D $7.00 185 971 1,156 D $5.45 161 1,010 1,171 D $5.45 149 813 962 C
0600 - 0700 $9.00 171 802 973 C $9.00 191 948 1,139 D $9.00 204 979 1,183 D $7.00 184 951 1,135 D $7.00 154 853 1,007 D
0700 - 0800 $9.00 108 656 764 B $9.00 128 860 988 C $9.00 140 960 1,100 D $7.00 122 798 920 C $7.00 107 706 813 C
0800 - 0900 $7.00 97 564 661 B $7.00 97 693 790 B $7.00 123 890 1,013 D $5.45 91 731 822 C $5.45 89 618 707 B
0900 - 1000 $5.45 114 526 640 B $5.45 102 572 674 B $5.45 127 658 785 B $3.00 120 660 780 B $3.00 101 549 650 B
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 130 471 601 B $3.00 141 427 568 B $3.00 138 397 535 B $3.00 140 380 520 B $3.00 126 354 480 B
0500 - 0600 $7.00 165 1,029 1,194 D $7.00 186 1029 1,215 E $7.00 182 979 1,161 D $5.45 213 954 1,167 D $5.45 193 844 1,037 D
0600 - 0700 $9.00 190 996 1,186 D $9.00 178 998 1,176 D $9.00 170 983 1,153 D $7.00 203 896 1,099 D $7.00 143 800 943 C
0700 - 0800 $9.00 165 898 1,063 D $9.00 135 936 1,071 D $9.00 116 845 961 C $7.00 154 837 991 C $7.00 124 702 826 C
0800 - 0900 $7.00 105 771 876 C $7.00 108 814 922 C $7.00 89 827 916 C $5.45 97 778 875 C $5.45 82 672 754 B
0900 - 1000 $5.45 99 563 662 B $5.45 82 665 747 B $5.45 93 641 734 B $3.00 85 633 718 B $3.00 101 615 716 B
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 113 315 428 B $3.00 141 426 567 B $3.00 148 412 560 B $3.00 159 415 574 B $3.00 134 366 500 B
0500 - 0600 $7.00 122 742 864 C $7.00 192 1,046 1,238 E $7.00 192 1,002 1,194 D $5.45 229 925 1,154 D $5.45 210 842 1,052 D
0600 - 0700 $9.00 90 637 727 B $9.00 199 1,030 1,229 E $9.00 202 1,011 1,213 E $7.00 236 963 1,199 D $7.00 188 794 982 C
0700 - 0800 $9.00 73 534 607 B $9.00 171 979 1,150 D $9.00 181 952 1,133 D $7.00 134 904 1,038 D $7.00 136 760 896 C
0800 - 0900 $7.00 82 551 633 B $7.00 105 886 991 C $7.00 91 807 898 C $5.45 100 861 961 C $5.45 126 745 871 C
0900 - 1000 $5.45 122 524 646 B $5.45 84 696 780 B $5.45 80 687 767 B $3.00 107 697 804 C $3.00 106 620 726 B
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 159 445 604 B $3.00 179 461 640 B $3.00 167 446 613 B $3.00 151 453 604 B $3.00 131 377 508 B
0500 - 0600 $7.00 242 1,001 1,243 E $7.00 226 1,040 1,266 E $7.00 241 1,014 1,255 E $5.45 177 1,077 1,254 E $5.45 223 911 1,134 D
0600 - 0700 $9.00 240 1,038 1,278 E $9.00 241 1,035 1,276 E $9.00 247 1,048 1,295 E $7.00 214 1,075 1,289 E $7.00 196 847 1,043 D
0700 - 0800 $9.00 162 1,030 1,192 D $9.00 197 1,116 1,313 E $9.00 166 1,000 1,166 D $7.00 164 931 1,095 D $7.00 160 773 933 C
0800 - 0900 $7.00 123 887 1,010 D $7.00 102 985 1,087 D $7.00 112 877 989 C $5.45 98 887 985 C $5.45 124 746 870 C
0900 - 1000 $5.45 89 657 746 B $5.45 83 685 768 B $5.45 102 849 951 C $3.00 119 793 912 C $3.00 101 661 762 B
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 161 466 627 B
0500 - 0600 $7.00 250 1,033 1,283 E
0600 - 0700 $9.00 250 1,096 1,346 E
0700 - 0800 $9.00 145 1,016 1,161 D
0800 - 0900 $7.00 84 885 969 C
0900 - 1000 $5.45 95 628 723 B
Thursday 02/03/22 Friday 02/04/22Monday01/31/22 Tuesday 02/01/22 Wednesday 02/02/22
Thursday 01/27/22 Friday 01/28/22Monday01/24/22 Tuesday 01/25/22 Wednesday 01/26/22
Wednesday 01/19/22 Thursday 01/20/22 Friday 01/21/22Monday01/17/22 Tuesday 01/18/22
Thursday 01/13/22 Friday 01/14/22Monday01/10/22 Tuesday 01/11/22 Wednesday 01/12/22
Wednesday 01/05/22 Thursday 01/06/22 Friday 01/07/22Monday01/03/22 Tuesday 01/04/22
17
RCTC O P ERATIONAL HIGHLIGHTS
On-Road Operations
RCTC Freeway Service Patrol responded to 75 calls during the month of January. Of
those calls, 52 were to assist disabled vehicles, ten calls to remove debris, and 13 were
in response to accidents that affected the Express Lanes.
91 Express Lanes BOS Development Update
In February 2021, 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 Agencies and is the firm selected for the design, development, and
implementation of the new BOS, as well as the customer service center operation.
To address the potential delay of transitioning to the new operating agreement, in
October 2019, an amendment to the existing operating agreement was executed
which allowed for six one-month extension periods, from July 1, 2021 through December
31, 2021. In anticipation the transition will not occur by December 31, in October 2021,
both the Agencies Board of Directors approved a subsequent amendment which allowed
for three one-month extensions, commencing January 1, 2022 through March 31, 2022.
In January, the Agencies provided notice to CUSA that the second extension period,
commencing February 1, 2022 through February 28, 2022 will be exercised. The
Agencies intend to exercise the one-month options until the transition to the new
BOS occurs, which is anticipated to begin March 4, 2022 with go -live on March 7, 2022.
18
FINANCIAL HIGHLIGHTS RCTC
RCTC 91 Express Lanes
Operating Statement
1/31/2022
Description Budget Dollar $Percent (%)
Operating revenues:
Toll Revenue 33,457,705.38$ 20,903,750.00$ 12,553,955.38$ 60.1
Fee Revenue 3,781,542.02 3,334,858.33 446,683.69 13.4
Total operating revenues 37,239,247.40 24,238,608.33 13,000,639.07 53.6
Operating expenses:
Salaries and Benefits 294,647.86 497,466.67 202,818.81 40.8
Legal Services 40,092.07 121,741.67 81,649.60 67.1
Advisory Services 17,773.39 2,916.67 (14,856.72) (509.4)
Audit and Accounting Fees 29,775.00 21,000.00 (8,775.00) (41.8)
Service Fees - 10,908.33 10,908.33 100.0
Other Professional Services 267,041.98 732,550.00 465,508.02 63.5
Lease Expense 140,679.65 186,141.67 45,462.02 24.4
Operations 897,393.26 2,110,383.33 1,212,990.07 57.5
Utilities 8,257.60 37,975.00 29,717.40 78.3
Supplies and Materials 9,757.17 19,541.67 9,784.50 50.1
Membership and Subscription Fees 14,373.00 17,500.00 3,127.00 17.9
Office Equipment & Furniture (Non-Capital)- 46,666.67 46,666.67 100.0
Maintenance/Repairs 101,891.46 180,016.67 78,125.21 43.4
Training Seminars and Conferences 5,919.66 933.33 (4,986.33) (534.2)
Transportation Expenses 257.90 1,458.33 1,200.43 82.3
Lodging - 758.33 758.33 100.0
Meals - 1,750.00 1,750.00 100.0
Other Staff Expenses 174.51 175.00 0.49 0.3
Advertising - 125,416.67 125,416.67 100.0
Program Management 23,527.81 48,475.00 24,947.19 51.5
Program Operations 3,787,671.23 4,884,950.00 1,097,278.77 22.5
Litigation Settlement 687.06 - (687.06) N/A
Furniture & Equipment - 43,750.00 43,750.00 100.0
Improvements 24,997.50 32,083.33 7,085.83 22.1
Bad Debt Expense 66,782.90 - (66,782.90) N/A
Total operating expenses 5,731,701.01 9,124,558.33 3,392,857.32 37.2
Operating income (loss)31,507,546.39 15,114,050.00 16,393,496.39 108.5
Nonoperating revenues (expenses):
Interest Revenue (217,768.09) 87,208.33 (304,976.42) 349.7
Other Miscellaneous Revenue 39,066.36 - 39,066.36 N/A
Loss on Refunding (6,733,662.41) - (6,733,662.41) N/A
Principal Expense - - - N/A
Interest Expense (13,895,832.03) (5,273,858.33) (8,621,973.70) 163.5
Total nonoperating revenues (expenses)(20,808,196.17) (5,186,650.00) (15,621,546.17) (301.2)
Transfers In - - - N/A
Transfers Out (165,622.29) (626,908.33) 461,286.04 (73.6)
Net income (loss)10,533,727.93$ 9,300,491.67$ 1,233,236.26$ 13.3
1 Unaudited
YTD as of : YTD Variance
Actual 1
19
JOINT AGENCY TRIP AN D REVENUE STATISTICS
JOINT AGENCY TRAFFIC STATISTICS
MULTI AGENCY TRIP AND REVENUE STATISTICS
MONTH ENDING January 31, 2022
MTD
Transactions by
Agency
Transactions
Using Both
Segments
% Using Both
Segments Revenue
Westbound
OCTA 664,568 351,554 53%$1,829,909
RCTC 604,651 351,554 58%$2,520,663
I -15 270,150 210,900 78%$1,003,974
McKinley 334,501 140,654 42%$1,516,689
Eastbound
OCTA 682,867 435,293 64%$2,412,528
RCTC 529,480 435,293 82%$1,972,449
I -15 203,979 164,535 81%$533,025
McKinley 325,501 270,758 83%$1,439,424
20
JOINT AGENCY PER FORMANCE MEASURES
JOINT AGENCY TRANSPONDER DISTRIBU TION
Jan-22
Performance
CUSTOMER SERVICE
Call Wait Time Monthly Not to exceed 2 minutes 3:33
Abandon Rate Monthly No more than 4.0% 5.1%
Customer Satisfaction Monthly At least 75 outbound calls 75
VIOLATION PROCESSING
Response Time Monthly Within 2 business days of receipt 1.5
CUSA Violation Collection Rate Quarterly 70% or more
CUSA Violation Collection Rate Annually 74% or more
TRAFFIC OPERATIONS
Initial & Secondary Reviews Monthly Equal to or less than 15 days 1.1
*Plate Misread Errors Monthly Equal to or less than 0.4% 0.02%
ACCOUNTING
Monthly No more than 3 0
Monthly No more than 3 0
INFORMATION TECHNOLOGY
Back-office System Uptime Monthly 99% Availability 100%
Network Uptime Monthly 99% Availability 100%
CUSA = Cofiroute USA; CAS = OCTA Customer Assistance Specialists
REPORTING REQUIREMENT Reporting
Period PERFORMANCE STANDARD
OCTA Exceptions
RCTC Exceptions
* Plate Misread Error performance is current after a 60-day hold-back period; therefore, percentage reported here is for two months prior to
the month of this report.
Tags % of Total Tags % of Total
Issued
To New Accounts 0 #DIV/0!0 0.0%0 50.0%
Additional Tags to Existing Accounts 0 #DIV/0!1 100.0%0 0.0%
Replacement Transponders 0 #DIV/0!0 0.0%0 50.0%
Total Issued 0 1 0
Returned
Account Closures 1 2.4%5 0.6%
Accounts Downsizing 40 97.6%17 100.0%546 67.5%
Defective Transponders 258 31.9%
Total Returned 41 17 808
FY 2021-22T21 TRANSPONDER DISTRIBUTION January-22 December-21
Average To-Date
Tags % of Total Tags % of Total
Issued
To New Accounts 1,336 22.4%1,623 25.6%7,051 66.6%
Additional Tags to Existing Accounts 4,620 77.6%4,709 74.3%3,521 33.3%
Replacement Transponders 0 0.0%3 0.0%11 0.1%
Total Issued 5,956 6,335 10,583
Returned
Account Closures
Accounts Downsizing
Defective Transponders
Total Returned
6C TRANSPONDER DISTRIBUTION January-22 December-21 FY 2021-22
Average To-Date
21
At the end of January 2022, the 91 Express Lanes had 159,802 active customer accounts
and 624,458 transponders classified as assigned.
Number of Accounts by FY
As of January 31, 2022
Incoming Email Activity
During January, the Anaheim Processing Center received 2,848 emails.
Orange County Transportation Authority
Riverside County Transportation Commission
Status Report
February 2022
As of February 28, 2022
ATTACHMENT B
2
Table of Contents
Operations Overview OCTA ............................................................................................ 3
Traffic and Revenue Statistics for OCTA ......................................................................... 3
OCTA Traffic and Revenue Summary ............................................................................. 5
OCTA Eastbound Peak-Hour Volumes ........................................................................... 6
OCTA Westbound Peak-Hour Volumes .......................................................................... 7
OCTA Operational Highlights .......................................................................................... 8
Financial Highlights OCTA .............................................................................................. 9
Operations Overview RCTC .......................................................................................... 10
Traffic and Revenue Statistics for RCTC ....................................................................... 10
RCTC Traffic and Revenue Summary ........................................................................... 12
RCTC Peak-Hour Volumes ........................................................................................... 13
RCTC Eastbound Peak-Hour Volumes ......................................................................... 13
RCTC Westbound Peak-Hour Volumes ........................................................................ 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
3
OPERATIONS OVERVIEW OCTA
TRAFFIC AND REVENUE STATISTICS FOR OCTA
Total traffic volume on the 91 Express Lanes (91 EL) for February 2022 was 1,534,189.
This represents a daily average of 54,792 vehicles. This is a 30.7 percent increase in total
traffic volume from the same period last year, which totaled 1,173,619 and was the
12th month of the State’s stay-at-home orders due to the coronavirus (COVID-19)
pandemic. Potential toll revenue for February was $4,747,342, which represents an
increase of 24.2 percent from the prior year’s total of $3,823,128. Carpool percentage for
February was 23 percent as compared to the previous year’s rate of 20.8 percent. As
compared to February 2020, traffic volume increased by 8 percent , and revenue
increased by 8.4 percent.
Month-to-date (MTD) traffic and revenue data is summarized in the table below. The
following trip and revenue statistics tables represent all trips taken on the Orange County
Transportation Authority (OCTA) 91 EL and associated potential revenue for the month
of February 2022.
Current MTD as of February 28, 2022
Trips
Feb-22
MTD
Actual
Feb-21
MTD
Actual
Yr 22-to-Yr 21
%
Variance
Feb-20
MTD
Actual
Yr 22-to-Yr 20
%
Variance
Full Toll Lanes 1,181,126 929,880 27.0%1,077,494 9.6%
3+ Lanes 353,063 243,739 44.9%343,333 2.8%
Total Gross Trips 1,534,189 1,173,619 30.7%1,420,827 8.0%
Revenue
Full Toll Lanes $4,693,058 $3,779,100 24.2%$4,316,423 8.7%
3+ Lanes $54,283 $44,028 23.3%$61,655 (12.0%)
Total Gross Revenue $4,747,342 $3,823,128 24.2%$4,378,079 8.4%
Average Revenue per Trip
Average Full Toll Lanes $3.97 $4.06 (2.2%)$4.01 (1.0%)
Average 3+ Lanes $0.15 $0.18 (16.7%)$0.18 (16.7%)
Average Gross Revenue $3.09 $3.26 (5.2%)$3.08 0.3%
4
The 2021 fiscal year-to-date (YTD) traffic volume increased by 42.6 percent, and potential
toll revenue increased by 35.3 percent, when compared with the same period last year.
YTD average revenue per trip is $3.09.
Fiscal YTD traffic and revenue data are summarized in the table below. The following trip
and revenue statistics tables represent all trips taken on the OCTA 91 EL and associated
potential revenue for the months of July 2021 through February 2022.
Fiscal Year (FY) 2020-21 YTD as of February 28, 2022
Trips
FY 2021-22
YTD
Actual
FY 20-21
YTD
Actual
Yr-to-Yr
%
Variance
Full Toll Lanes 10,035,934 7,154,665 40.3%
3+ Lanes 2,996,152 1,982,329 51.1%
Total Gross Trips 13,032,086 9,136,994 42.6%
Revenue
Full Toll Lanes $39,839,382 $29,360,497 35.7%
3+ Lanes $409,899 $387,639 5.7%
Total Gross Revenue $40,249,280 $29,748,135 35.3%
Average Revenue per Trip
Average Full Toll Lanes $3.97 $4.10 (3.2%)
Average 3+ Lanes $0.14 $0.20 (30.0%)
Average Gross Revenue $3.09 $3.26 (5.2%)
5
O CTA Traffic and Revenue Summary
The chart below reflects the total trips breakdown between full toll trips and
high-occupancy vehicle (HOV3+) trips for FY 2021-22 on a monthly basis.
The chart below reflects the gross potential revenue breakdown between full toll trips and
HOV3+ trips for FY 2021-22 on a monthly basis.
6
OCTA EASTBOUND PEAK -HOUR VOLUMES
Peak-hour traffic in the eastbound and westbound direction reached or exceeded
90 percent of defined capacity ten times during the month of February 2022.
As demonstrated on the next chart, westbound peak -hour traffic volumes top out at
90 percent of defined capacity.
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 410 2,581 76%$5.30 354 2,704 80%$7.70 446 2,904 85%$8.35 514 2,936 86%
1500 - 1600 $4.75 556 3,342 98%$7.45 541 2,957 87%$7.45 532 3,072 90%$7.90 507 2,748 81%
1600 - 1700 $5.25 422 2,769 81%$6.50 383 2,843 84%$7.00 349 2,818 83%$6.95 448 2,645 78%
1700 - 1800 $4.90 505 2,894 85%$5.40 431 2,831 83%$6.70 465 2,936 86%$6.75 487 2,906 85%
1800 - 1900 $4.05 676 2,858 84%$4.05 596 2,847 84%$4.50 692 2,926 86%$6.75 722 2,847 84%
1900 - 2000 $3.95 402 1,548 46%$3.95 512 1,948 57%$5.75 470 1,900 56%$6.25 604 2,125 63%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 392 2,681 79%$5.30 390 2,541 75%$5.30 938 1,651 49%$7.70 417 2,847 84%$8.35 477 2,855 84%
1500 - 1600 $5.65 508 2,928 86%$4.75 518 3,264 96%$7.45 584 2,962 87%$7.45 574 3,105 91%$7.90 534 2,797 82%
1600 - 1700 $5.10 424 2,842 84%$5.25 397 2,700 79%$6.50 386 2,793 82%$7.00 338 2,575 76%$6.95 414 2,648 78%
1700 - 1800 $4.95 426 2,923 86%$4.90 480 2,932 86%$5.40 466 2,819 83%$6.70 458 2,940 86%$6.75 475 2,682 79%
1800 - 1900 $5.65 654 2,891 85%$4.05 595 2,902 85%$4.05 603 2,804 82%$4.50 667 3,038 89%$6.75 654 2,874 85%
1900 - 2000 $3.95 435 1,654 49%$3.95 496 2,050 60%$3.95 587 2,469 73%$5.75 615 2,573 76%$6.25 599 2,345 69%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 456 2,760 81%$5.30 381 2,638 78%$5.30 409 3,119 92%$7.70 448 2,951 87%$8.35 542 2,858 84%
1500 - 1600 $5.65 513 2,941 87%$4.75 505 3,468 102%$7.45 540 2,921 86%$7.45 531 2,970 87%$7.90 609 2,909 86%
1600 - 1700 $5.10 406 2,775 82%$5.25 389 2,612 77%$6.50 383 2,809 83%$7.00 276 1,873 55%$6.95 491 2,735 80%
1700 - 1800 $4.95 469 2,769 81%$4.90 412 2,720 80%$5.40 445 2,904 85%$6.70 268 1,304 38%$6.75 493 2,654 78%
1800 - 1900 $5.65 655 2,649 78%$4.05 623 2,672 79%$4.05 630 2,982 88%$4.50 608 2,972 87%$6.75 698 2,711 80%
1900 - 2000 $3.95 593 2,021 59%$3.95 553 2,299 68%$3.95 572 2,414 71%$5.75 736 2,839 84%$6.25 765 2,502 74%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 577 2,634 77%$5.30 391 2,588 76%$5.30 415 3,073 90%$7.70 406 2,903 85%$8.35 424 2,857 84%
1500 - 1600 $5.65 647 2,912 86%$4.75 525 3,202 94%$7.45 526 3,005 88%$7.45 455 2,953 87%$7.90 568 3,089 91%
1600 - 1700 $5.10 442 2,476 73%$5.25 365 2,600 76%$6.50 393 3,020 89%$7.00 437 3,032 89%$6.95 505 2,744 81%
1700 - 1800 $4.95 513 2,272 67%$4.90 313 2,573 76%$5.40 469 2,911 86%$6.70 442 2,741 81%$6.75 529 2,705 80%
1800 - 1900 $5.65 561 1,797 53%$4.05 574 2,678 79%$4.05 649 2,920 86%$4.50 587 2,813 83%$6.75 683 2,721 80%
1900 - 2000 $3.95 503 1,404 41%$3.95 620 2,594 76%$3.95 486 2,039 60%$5.75 613 2,783 82%$6.25 678 2,569 76%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 383 2,729 80%
1500 - 1600 $5.65 450 2,795 82%
1600 - 1700 $5.10 428 2,750 81%
1700 - 1800 $4.95 414 2,825 83%
1800 - 1900 $5.65 640 2,953 87%
1900 - 2000 $3.95 574 2,164 64%
Thursday 02/03/22 Friday 02/04/22
Monday 02/07/22 Tuesday 02/08/22 Wednesday 02/09/22
Monday 01/31/22 Tuesday 02/01/22 Wednesday 02/02/22
Thursday 02/10/22 Friday 02/11/22
Monday 02/14/22 Tuesday 02/15/22 Wednesday 02/16/22 Thursday 02/17/22 Friday 02/18/22
Monday 02/21/22 Tuesday 02/22/22 Wednesday 02/23/22 Thursday 02/24/22 Friday 02/25/22
Monday 02/28/22 Tuesday 03/01/22 Wednesday 03/02/22 Thursday 03/03/22 Friday 03/04/22
7
OCTA WEST BOUND PEAK -HOUR VOLUMES
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 429 1,315 39%$3.15 466 1,534 45%$3.15 412 1,313 39%$3.15 350 1,113 33%
0500 - 0600 $5.10 702 2,604 77%$5.10 769 3,060 90%$5.10 703 2,631 77%$4.85 596 2,354 69%
0600 - 0700 $5.30 583 2,705 80%$5.30 596 2,718 80%$5.30 582 2,693 79%$5.10 555 2,478 73%
0700 - 0800 $5.80 520 2,505 74%$5.80 550 2,616 77%$5.80 533 2,442 72%$5.65 466 2,189 64%
0800 - 0900 $5.30 236 2,129 63%$5.30 264 2,112 62%$5.30 239 2,132 63%$5.10 249 1,917 56%
0900 - 1000 $4.20 229 1,699 50%$4.20 245 1,957 58%$4.20 258 1,882 55%$4.20 268 1,893 56%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 443 1,407 41%$3.15 482 1,454 43%$3.15 451 1,372 40%$3.15 415 1,339 39%$3.15 351 1,148 34%
0500 - 0600 $5.10 728 2,698 79%$5.10 740 2,674 79%$5.10 714 2,722 80%$5.10 705 2,709 80%$4.85 536 2,161 64%
0600 - 0700 $5.30 555 2,639 78%$5.30 603 2,867 84%$5.30 615 2,841 84%$5.30 592 2,888 85%$5.10 502 2,482 73%
0700 - 0800 $5.80 558 2,791 82%$5.80 530 2,585 76%$5.80 547 2,798 82%$5.80 558 2,676 79%$5.65 455 2,176 64%
0800 - 0900 $5.30 330 2,391 70%$5.30 288 2,523 74%$5.30 267 2,303 68%$5.30 330 2,533 75%$5.10 280 2,076 61%
0900 - 1000 $4.20 308 2,352 69%$4.20 249 2,122 62%$4.20 307 2,215 65%$4.20 313 2,376 70%$4.20 290 1,816 53%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 375 1,192 35%$3.15 394 1,331 39%$3.15 441 1,319 39%$3.15 434 1,302 38%$3.15 352 1,122 33%
0500 - 0600 $5.10 652 2,569 76%$5.10 691 2,710 80%$5.10 718 2,614 77%$5.10 698 2,635 78%$4.85 586 2,265 67%
0600 - 0700 $5.30 487 2,491 73%$5.30 573 2,852 84%$5.30 588 2,818 83%$5.30 580 2,767 81%$5.10 518 2,481 73%
0700 - 0800 $5.80 471 2,437 72%$5.80 563 2,694 79%$5.80 535 2,709 80%$5.80 530 2,601 77%$5.65 476 2,133 63%
0800 - 0900 $5.30 313 1,997 59%$5.30 280 2,470 73%$5.30 302 2,254 66%$5.30 304 2,264 67%$5.10 311 2,095 62%
0900 - 1000 $4.20 360 2,239 66%$4.20 322 2,393 70%$4.20 323 2,186 64%$4.20 299 2,266 67%$4.20 457 2,102 62%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 298 887 26%$3.15 442 1,355 40%$3.15 440 1,371 40%$3.15 392 1,118 33%$3.15 344 986 29%
0500 - 0600 $5.10 439 1,715 50%$5.10 692 2,668 78%$5.10 708 2,706 80%$5.10 657 2,491 73%$4.85 565 2,204 65%
0600 - 0700 $5.30 280 1,631 48%$5.30 630 2,975 88%$5.30 607 2,902 85%$5.30 604 2,850 84%$5.10 502 2,327 68%
0700 - 0800 $5.80 321 1,748 51%$5.80 591 2,900 85%$5.80 533 2,829 83%$5.80 590 2,798 82%$5.65 572 2,662 78%
0800 - 0900 $5.30 372 1,871 55%$5.30 307 2,561 75%$5.30 239 2,283 67%$5.30 281 2,365 70%$5.10 309 2,387 70%
0900 - 1000 $4.20 503 2,025 60%$4.20 329 2,558 75%$4.20 314 2,197 65%$4.20 298 2,346 69%$4.20 313 2,151 63%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 372 1,116 33%
0500 - 0600 $5.10 646 2,568 76%
0600 - 0700 $5.30 608 2,956 87%
0700 - 0800 $5.80 572 2,790 82%
0800 - 0900 $5.30 350 2,492 73%
0900 - 1000 $4.20 315 2,225 65%
Monday 01/31/22 Tuesday 02/01/22 Wednesday 02/02/22 Thursday 02/03/22 Friday 02/04/22
Monday 02/07/22 Tuesday 02/08/22 Wednesday 02/09/22 Thursday 02/10/22 Friday 02/11/22
Monday 02/14/22 Tuesday 02/15/22 Wednesday
Monday 02/21/22 Tuesday 02/22/22 Wednesday
03/02/22
Thursday 02/17/22 Friday 02/18/22
02/23/22
Thursday 03/03/22 Friday 03/04/22
Thursday 02/24/22 Friday 02/25/22
02/16/22
Monday 02/28/22 Tuesday 03/01/22 Wednesday
8
OCTA OP ERATIONAL HIGHLIGHTS
91 EL Back-Office System (BOS) Development Update
In February 2021, 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 EL for both Orange and Riverside counties, as a result of the COVID-19 pandemic.
CUSA is the current operator of the 91 EL for both OCTA and RCTC (Agencies) and is
the firm selected for the design, development, and implementation of the new BOS, as
well as the customer service center operation.
To address the potential delay of transitioning to the new operating agreement, in
October 2019, an amendment to the existing operating agreement was executed
which allowed for six one-month extension periods, from July 1, 2021 through
December 31, 2021. In anticipation the transition will not occur by December 31, in
October 2021, both the Agencies Board of Directors approved a subsequent amendment
which allowed for three one-month extensions, commencing January 1, 2022 through
March 31, 2022. In February, the Agencies provided notice to CUSA that the last
extension period will be exercised. The Agencies intend to exercise the one-month
options until the transition to the new BOS occurs, which is anticipated to begin
March 4, 2022 with go-live on March 7, 2022.
91 EL 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 EL Toll Entrance Gantries Infrastructure Project. This project entails
constructing new toll gantries infrastructure at the three entrances (northbound
State Route 55, eastbound State Route 91 (SR-91), and westbound SR-91) of the OCTA
91 EL. Caltrans advertised and awarded the project in March 2021 and May 2021,
respectively. In June, the contract was executed, and the project kickoff meeting was held
in July. Pre-construction activities began in August and was followed with construction
activities which commenced in September. In December, staff was notified of a drainage
conflict with where the new westbound SR-91 gantry was to be installed. Staff is working
with the plans, specifications, and estimates consultant and Caltrans to address the issue.
The project is anticipated to be completed in Summer 2022. During the construction
period, overnight closures and possibly, a few full weekend closures, will occur. Upon
completion of the infrastructure project, Kapsch TrafficCom USA, Inc., the toll lanes
system integrator for the 91 EL, will install new Electronic Toll and Traffic
Management (ETTM) system equipment onto the new gantries.
9
FINANCIAL HIGHLIGHTS OCTA
Capital Asset Activity
During the eight months ending February 28, 2022, capital asset activities included
payment of $663,993 attributing to the ETTM system project and $441,449 to the BOS
project.
10
OPERATIONS OVERVIEW RCTC
TRAFFIC AND REVENUE STATISTICS FOR RCTC
Total traffic volume on the 91 EL for February 2022 was 1,293,585. This represents a
daily average of 46,199 vehicles. This is a 30.6 percent increase in total traffic volume
from the same period last year, which totaled 990,668 and was the 12th month of the
State’s stay-at-home orders due to the COVID-19 pandemic. Potential toll revenue for
February was $5,015,454, which represents an increase of 48.4 percent from the prior
year’s total of $3,380,063. Carpool percentage for February was 21.7 percent as
compared to the previous year’s rate of 20.1 percent. As compared to February 2020,
traffic volume increased by 4.2 percent and revenue decreased by 10.6 percent.
MTD traffic and revenue data is summarized in the table below. The following trip and
revenue statistics tables represent all trips taken on the RCTC 91 EL and associated
potential revenue for the month of February 2022.
Current MTD as of February 28, 2022
Trips
FEB-22
MTD
Actual
Stantec
MTD
Projected
#
Variance
%
Variance
FEB-21
MTD
Actual
Yr-to-Yr
%
Variance
FEB-20
MTD
Actual
Yr 22-to-Yr 20
%
Variance
Full Toll Lanes 1,013,448 858,086 155,362 18.1% 791,824 28.0% 960,256 5.5%
3+ Lanes 280,137 292,629 (12,492)(4.3%)198,844 40.9% 281,637 (0.5%)
Total Gross Trips 1,293,585 1,150,715 142,870 12.4% 990,668 30.6% 1,241,893 4.2%
Revenue
Full Toll Lanes $4,976,891 $3,800,471 $1,176,420 31.0% $3,343,629 48.8% $5,579,936 (10.8%)
3+ Lanes $38,563 $0 $38,563 $36,434 5.8% $30,461 26.6%
Total Gross Revenue $5,015,454 $3,800,471 $1,214,983 32.0% $3,380,063 48.4% $5,610,397 (10.6%)
Average Revenue per Trip
Average Full Toll Lanes $4.91 $4.43 $0.48 10.8% $4.22 16.4% $5.81 (15.5%)
Average 3+ Lanes $0.14 $0.00 $0.14 $0.18 (22.2%)$0.11 27.3%
Average Gross Revenue $3.88 $3.30 $0.58 17.6% $3.41 13.8% $4.52 (14.2%)
11
The 2021 fiscal YTD traffic volume increased by 44 percent, and potential toll revenue
increased by 57.8 percent, when compared with the same period last year.
YTD average revenue per-trip is $3.73.
Fiscal YTD traffic and revenue data is summarized in the table below. The following trip
and revenue statistics tables represent all trips taken on the RCTC 91 EL and associated
potential revenue for the months of July 2021 through February 2022.
FY 2020-21 YTD as of February 28, 2022
Trips
FY 2021-22
YTD
Actual
Stantec
YTD
Projected
#
Variance
%
Variance
FY 2020-21
YTD
Actual
Yr-to-Yr
%
Variance
Full Toll Lanes 8,715,531 7,390,843 1,324,688 17.9% 6,117,074 42.5%
3+ Lanes 2,385,586 2,603,829 (218,243)(8.4%)1,591,313 49.9%
Total Gross Trips 11,101,117 9,994,672 1,106,445 11.1% 7,708,387 44.0%
Revenue
Full Toll Lanes $41,095,268 $32,143,986 $8,951,282 27.8% $25,970,762 58.2%
3+ Lanes $322,966 $0 $322,966 $280,928 15.0%
Total Gross Revenue $41,418,234 $32,143,986 $9,274,248 28.9% $26,251,690 57.8%
Average Revenue per Trip
Average Full Toll Lanes $4.72 $4.35 $0.37 8.5% $4.25 11.1%
Average 3+ Lanes $0.14 $0.00 $0.14 $0.18 (22.2%)
Average Gross Revenue $3.73 $3.22 $0.51 15.8% $3.41 9.4%
12
RCTC Traffic and Revenue Summary
The chart below reflects the total trips broken down between full toll lanes and HOV3+
lanes for FY 2021-22 on a monthly basis.
The chart below reflects the gross potential revenue breakdown between full toll lanes
and HOV3+ lanes for FY 2021-22 on a monthly basis.
13
RCTC PEAK -HOUR VOLUMES
In February, several toll rates were adjusted. RCTC evaluates traffic volumes for
peak-period hours and adjusts rates according to the toll rate policy.
RCTC E ASTBOUND PEAK -HOUR VOLUMES
Eastbound PM Peak - County Line to McKinley
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $7.05 188 858 1,046 D $9.15 175 907 1,082 D $12.25 224 1,045 1,269 E $26.80 259 1,020 1,279 E
1500 - 1600 $10.50 235 921 1,156 D $13.55 228 951 1,179 D $16.60 257 944 1,201 E $26.50 254 950 1,204 E
1600 - 1700 $5.45 201 937 1,138 D $7.05 184 956 1,140 D $8.45 189 956 1,145 D $15.60 257 872 1,129 D
1700 - 1800 $5.45 218 885 1,103 D $5.45 189 888 1,077 D $5.45 183 913 1,096 D $7.40 239 1,001 1,240 E
1800 - 1900 $5.45 298 832 1,130 D $5.45 236 867 1,103 D $5.45 298 859 1,157 D $5.45 305 869 1,174 D
1900 - 2000 $4.25 213 580 793 B $4.25 224 655 879 C $5.45 217 649 866 C $4.25 306 969 1,275 E
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 192 948 1,140 D $7.05 203 929 1,132 D $9.15 119 578 697 B $12.25 189 1,062 1,251 E $26.80 248 969 1,217 E
1500 - 1600 $7.75 233 941 1,174 D $9.80 231 891 1,122 D $12.85 273 1013 1,286 E $16.60 256 883 1,139 D $26.50 259 905 1,164 D
1600 - 1700 $5.45 186 882 1,068 D $5.45 212 919 1,131 D $5.45 199 1000 1,199 D $7.75 200 915 1,115 D $15.60 245 981 1,226 E
1700 - 1800 $5.45 197 882 1,079 D $5.45 193 944 1,137 D $5.45 208 947 1,155 D $5.45 226 910 1,136 D $7.05 228 967 1,195 D
1800 - 1900 $5.45 253 853 1,106 D $5.45 254 802 1,056 D $5.45 242 828 1,070 D $5.45 267 882 1,149 D $5.45 242 908 1,150 D
1900 - 2000 $2.30 206 604 810 C $4.25 221 661 882 C $4.25 272 829 1,101 D $5.45 285 924 1,209 E $4.25 323 844 1,167 D
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 237 1,103 1,340 F $7.05 154 952 1,106 D $9.15 200 1,027 1,227 E $12.25 203 1,073 1,276 E $26.80 337 916 1,253 E
1500 - 1600 $7.75 207 911 1,118 D $9.80 234 876 1,110 D $12.85 207 958 1,165 D $16.60 280 906 1,186 D $26.50 371 886 1,257 E
1600 - 1700 $5.45 210 940 1,150 D $5.45 198 920 1,118 D $5.45 197 948 1,145 D $7.75 171 772 943 C $15.60 340 906 1,246 E
1700 - 1800 $5.45 172 905 1,077 D $5.45 187 830 1,017 D $5.45 213 989 1,202 E $5.45 167 710 877 C $7.05 367 916 1,283 E
1800 - 1900 $5.45 256 846 1,102 D $5.45 271 748 1,019 D $5.45 265 901 1,166 D $5.45 316 1,021 1,337 F $5.45 344 869 1,213 E
1900 - 2000 $2.30 277 763 1,040 D $4.25 248 743 991 C $4.25 258 801 1,059 D $5.45 370 958 1,328 F $4.25 379 888 1,267 E
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 259 938 1,197 D $7.05 183 926 1,109 D $9.15 200 1,040 1,240 E $12.25 193 1,040 1,233 E $26.80 230 921 1,151 D
1500 - 1600 $7.75 298 943 1,241 E $9.80 250 858 1,108 D $12.85 242 948 1,190 D $16.60 193 959 1,152 D $26.50 400 1,175 1,575 F
1600 - 1700 $5.45 235 781 1,016 D $5.45 174 850 1,024 D $5.45 194 921 1,115 D $7.75 179 1,037 1,216 E $15.60 298 1,170 1,468 F
1700 - 1800 $5.45 244 659 903 C $5.45 183 784 967 C $5.45 220 811 1,031 D $5.45 209 953 1,162 D $7.05 311 972 1,283 E
1800 - 1900 $5.45 258 522 780 B $5.45 219 741 960 C $5.45 285 854 1,139 D $5.45 231 878 1,109 D $5.45 345 925 1,270 E
1900 - 2000 $2.30 216 383 599 B $4.25 275 845 1,120 D $4.25 194 621 815 C $5.45 260 890 1,150 D $4.25 338 827 1,165 D
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 202 1,114 1,316 F
1500 - 1600 $8.45 222 933 1,155 D
1600 - 1700 $7.05 179 969 1,148 D
1700 - 1800 $5.45 199 864 1,063 D
1800 - 1900 $5.45 205 662 867 C
1900 - 2000 $2.30 174 521 695 B
Thursday 02/24/22 Friday 02/25/22
Monday 02/14/22 Tuesday 02/15/22 Wednesday 02/16/22
Wednesday 02/09/22 Thursday 02/10/22 Friday 02/11/22
02/17/22 Friday 02/18/22
Monday 02/07/22 Tuesday 02/08/22
Thursday
Wednesday 02/23/22Monday02/21/22 Tuesday 02/22/22
Monday 02/28/22 Tuesday 03/01/22 Wednesday 03/02/22 Thursday 03/03/22 Friday 03/04/22
02/01/22 Wednesday 02/02/22 Thursday 02/03/22 Friday 02/04/22Monday01/31/22 Tuesday
14
Eastbound PM Peak - County Line to 15 SB Ontario
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 116 658 774 B $5.45 91 669 760 B $5.45 130 709 839 C $5.45 147 712 859 C
1500 - 1600 $5.45 122 684 806 C $5.45 105 706 811 C $5.45 124 731 855 C $5.45 118 622 740 B
1600 - 1700 $5.45 105 667 772 B $5.45 96 676 772 B $5.45 94 679 773 B $3.00 121 580 701 B
1700 - 1800 $3.00 111 585 696 B $3.00 91 644 735 B $3.00 120 643 763 B $3.00 104 651 755 B
1800 - 1900 $3.00 178 597 775 B $3.00 144 597 741 B $3.00 152 624 776 B $3.00 181 596 777 B
1900 - 2000 $3.00 118 410 528 B $3.00 122 526 648 B $3.00 146 514 660 B $3.00 188 555 743 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 118 656 774 B $5.45 114 702 816 C $5.45 58 414 472 B $5.45 114 750 864 C $5.45 134 679 813 C
1500 - 1600 $5.45 103 673 776 B $5.45 108 673 781 B $5.45 149 820 969 C $5.45 132 635 767 B $5.45 143 604 747 B
1600 - 1700 $3.00 100 604 704 B $5.45 92 652 744 B $5.45 92 646 738 B $5.45 95 589 684 B $3.00 110 599 709 B
1700 - 1800 $3.00 101 642 743 B $3.00 108 638 746 B $3.00 118 680 798 B $3.00 118 648 766 B $3.00 118 635 753 B
1800 - 1900 $3.00 151 587 738 B $3.00 149 612 761 B $3.00 147 603 750 B $3.00 139 665 804 C $3.00 182 601 783 B
1900 - 2000 $3.00 137 451 588 B $3.00 156 542 698 B $3.00 186 599 785 B $3.00 195 646 841 C $3.00 177 598 775 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 123 718 841 C $5.45 119 678 797 B $5.45 116 725 841 C $5.45 139 747 886 C $5.45 143 595 738 B
1500 - 1600 $5.45 124 673 797 B $5.45 114 700 814 C $5.45 129 740 869 C $5.45 119 661 780 B $5.45 159 532 691 B
1600 - 1700 $3.00 112 624 736 B $5.45 116 608 724 B $5.45 105 582 687 B $5.45 84 438 522 B $3.00 125 499 624 B
1700 - 1800 $3.00 102 613 715 B $3.00 93 600 693 B $3.00 114 630 744 B $3.00 72 442 514 B $3.00 163 515 678 B
1800 - 1900 $3.00 145 565 710 B $3.00 141 557 698 B $3.00 128 624 752 B $3.00 174 821 995 C $3.00 179 523 702 B
1900 - 2000 $3.00 150 515 665 B $3.00 181 621 802 C $3.00 148 641 789 B $3.00 216 684 900 C $3.00 205 517 722 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 174 600 774 B $5.45 114 714 828 C $5.45 140 759 899 C $5.45 130 692 822 C $5.45 119 613 732 B
1500 - 1600 $5.45 168 585 753 B $5.45 128 695 823 C $5.45 108 696 804 C $5.45 88 684 772 B $5.45 7 33 40 A
1600 - 1700 $3.00 118 558 676 B $5.45 90 553 643 B $5.45 105 684 789 B $5.45 89 656 745 B $3.00 41 92 133 A
1700 - 1800 $3.00 136 494 630 B $3.00 94 548 642 B $3.00 105 662 767 B $3.00 94 634 728 B $3.00 105 390 495 B
1800 - 1900 $3.00 151 373 524 B $3.00 139 560 699 B $3.00 159 630 789 B $3.00 132 623 755 B $3.00 166 558 724 B
1900 - 2000 $3.00 130 289 419 B $3.00 214 622 836 C $3.00 171 504 675 B $3.00 152 720 872 C $3.00 205 563 768 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 125 768 893 C
1500 - 1600 $5.45 93 661 754 B
1600 - 1700 $3.00 91 598 689 B
1700 - 1800 $3.00 98 643 741 B
1800 - 1900 $3.00 147 643 790 B
1900 - 2000 $3.00 133 527 660 B
02/10/22 Friday 02/11/22Monday02/07/22 Tuesday 02/08/22 Wednesday 02/09/22 Thursday
Monday 02/21/22 Tuesday 02/22/22 Wednesday 02/23/22
Wednesday 02/16/22 Thursday 02/17/22 Friday 02/18/22Monday02/14/22 Tuesday 02/15/22
Monday 02/28/22 Tuesday 03/01/22
Thursday 02/24/22 Friday 02/25/22
Wednesday 03/02/22 Thursday 03/03/22 Friday 03/04/22
Monday 01/31/22 Tuesday 02/01/22 Wednesday 02/02/22 Thursday 02/03/22 Friday 02/04/22
15
RCTC W ESTBOUND PEAK -HOUR VOLUMES
Westbound AM Peak - McKinley to County Line
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 213 459 672 B $2.30 200 485 685 B $2.30 165 530 695 B $2.30 159 453 612 B
0500 - 0600 $11.20 382 1165 1,547 F $11.20 403 1207 1,610 F $9.45 347 1,182 1,529 F $5.45 297 1,036 1,333 E
0600 - 0700 $18.30 321 1022 1,343 E $18.30 326 1090 1,416 F $17.30 261 1,129 1,390 F $10.45 260 963 1,223 E
0700 - 0800 $14.30 308 1084 1,392 F $14.30 363 1103 1,466 F $13.30 313 1,027 1,340 E $9.40 264 941 1,205 E
0800 - 0900 $10.40 121 970 1,091 D $10.40 141 924 1,065 D $9.40 146 928 1,074 D $5.45 120 824 944 C
0900 - 1000 $7.05 117 604 721 B $7.05 146 806 952 C $7.05 130 763 893 C $4.25 139 725 864 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 204 523 727 B $2.30 227 477 704 B $2.30 173 513 686 B $2.30 169 495 664 B $2.30 127 394 521 B
0500 - 0600 $11.20 385 1,124 1,509 F $11.20 408 1099 1,507 F $11.20 380 1160 1,540 F $9.45 358 1,123 1,481 F $5.45 263 903 1,166 D
0600 - 0700 $17.30 296 1,056 1,352 F $18.30 348 1077 1,425 F $18.30 319 1090 1,409 F $17.30 305 1,175 1,480 F $10.45 233 1,149 1,382 F
0700 - 0800 $13.60 351 1,217 1,568 F $14.30 337 1166 1,503 F $14.30 348 1285 1,633 F $13.30 310 1,064 1,374 F $8.70 222 959 1,181 D
0800 - 0900 $8.70 223 1,079 1,302 E $9.70 166 1104 1,270 E $9.70 144 1050 1,194 D $8.70 194 1,172 1,366 F $5.45 119 873 992 C
0900 - 1000 $4.25 157 841 998 C $5.45 128 843 971 C $5.45 164 877 1,041 D $5.45 178 995 1,173 D $4.25 140 682 822 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 178 440 618 B $2.30 168 521 689 B $2.30 186 507 693 B $2.30 195 478 673 B $2.30 161 425 586 B
0500 - 0600 $11.20 363 1,104 1,467 F $11.20 326 1,223 1,549 F $11.20 389 1,111 1,500 F $9.45 353 1,153 1,506 F $5.45 297 917 1,214 E
0600 - 0700 $17.30 275 965 1,240 E $18.30 284 1,133 1,417 F $18.30 298 1,081 1,379 F $17.30 250 1,097 1,347 E $10.45 268 991 1,259 E
0700 - 0800 $13.60 274 1,032 1,306 E $14.30 341 1,238 1,579 F $14.30 327 1,190 1,517 F $13.30 309 1,191 1,500 F $8.70 261 922 1,183 D
0800 - 0900 $8.70 157 897 1,054 D $9.70 175 1,309 1,484 F $9.70 159 979 1,138 D $8.70 161 977 1,138 D $5.45 142 835 977 C
0900 - 1000 $4.25 176 851 1,027 D $5.45 183 869 1,052 D $5.45 155 862 1,017 D $5.45 148 985 1,133 D $4.25 234 764 998 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 151 334 485 B $2.30 196 521 717 B $2.30 270 742 1,012 D $2.30 193 539 732 B $2.30 153 424 577 B
0500 - 0600 $11.20 220 729 949 C $11.20 394 1,164 1,558 F $11.20 390 1,227 1,617 F $9.45 337 1,146 1,483 F $5.45 342 1,076 1,418 F
0600 - 0700 $17.30 154 628 782 B $18.30 289 1,104 1,393 F $18.30 335 1,097 1,432 F $17.30 305 1,110 1,415 F $10.45 269 855 1,124 D
0700 - 0800 $13.60 178 704 882 C $14.30 313 1,379 1,692 F $14.30 378 1,276 1,654 F $13.30 322 1,333 1,655 F $8.70 337 1,137 1,474 F
0800 - 0900 $8.70 183 690 873 C $9.70 165 1,291 1,456 F $9.70 145 980 1,125 D $8.70 168 1,036 1,204 E $5.45 170 1,076 1,246 E
0900 - 1000 $4.25 268 712 980 C $5.45 185 1,064 1,249 E $5.45 157 880 1,037 D $5.45 158 927 1,085 D $4.25 170 942 1,112 D
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 200 531 731 B
0500 - 0600 $11.20 355 1,203 1,558 F
0600 - 0700 $17.30 294 1,139 1,433 F
0700 - 0800 $14.30 308 1,294 1,602 F
0800 - 0900 $9.40 161 1,077 1,238 E
0900 - 1000 $5.45 174 885 1,059 D
02/18/22Thursday
03/03/22 Friday 03/04/22
Thursday 02/24/22 Friday 02/25/22
Thursday
Monday 02/14/22 Tuesday 02/15/22 Wednesday 02/16/22
Wednesday 02/09/22 Thursday 02/10/22 Friday 02/11/22Monday02/07/22 Tuesday 02/08/22
02/17/22 Friday
Monday 02/28/22 Tuesday 03/01/22 Wednesday 03/02/22
Wednesday 02/23/22Monday02/21/22 Tuesday 02/22/22
02/02/22 Thursday 02/03/22 Friday 02/04/22Monday01/31/22 Tuesday 02/01/22 Wednesday
16
Westbound AM Peak - I-15 North to County Line
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 149 467 616 B $3.00 167 451 618 B $3.00 115 453 568 B $3.00 115 393 508 B
0500 - 0600 $7.00 237 1049 1,286 E $7.00 257 1086 1,343 E $5.45 184 1,083 1,267 E $5.45 179 930 1,109 D
0600 - 0700 $9.00 229 1082 1,311 E $9.00 244 1137 1,381 E $7.00 197 1,119 1,316 E $7.00 186 958 1,144 D
0700 - 0800 $9.00 184 1123 1,307 E $9.00 190 1089 1,279 E $7.00 174 949 1,123 D $7.00 137 901 1,038 D
0800 - 0900 $7.00 79 1014 1,093 D $7.00 101 883 984 C $5.45 109 970 1,079 D $5.45 96 840 936 C
0900 - 1000 $5.45 86 719 805 C $5.45 99 886 985 C $3.00 110 800 910 C $3.00 124 751 875 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 157 482 639 B $3.00 174 495 669 B $3.00 122 517 639 B $3.00 128 502 630 B $3.00 105 418 523 B
0500 - 0600 $7.00 281 1,052 1,333 E $7.00 257 1029 1,286 E $7.00 210 1033 1,243 E $7.00 250 1,018 1,268 E $5.45 154 939 1,093 D
0600 - 0700 $9.00 241 1,112 1,353 E $9.00 246 1198 1,444 F $9.00 212 1203 1,415 F $9.00 217 1,183 1,400 E $7.00 120 991 1,111 D
0700 - 0800 $9.00 213 1,080 1,293 E $9.00 179 1048 1,227 E $9.00 170 1084 1,254 E $9.00 197 1,079 1,276 E $7.00 144 906 1,050 D
0800 - 0900 $7.00 107 978 1,085 D $7.00 121 1062 1,183 D $7.00 95 979 1,074 D $7.00 118 1,097 1,215 E $5.45 109 928 1,037 D
0900 - 1000 $5.45 108 854 962 C $5.45 101 918 1,019 D $5.45 123 955 1,078 D $5.45 129 963 1,092 D $3.00 103 730 833 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 149 418 567 B $3.00 126 517 643 B $3.00 145 458 603 B $3.00 164 471 635 B $3.00 121 391 512 B
0500 - 0600 $7.00 218 1,030 1,248 E $7.00 191 1,140 1,331 E $7.00 235 924 1,159 D $7.00 213 1,052 1,265 E $5.45 213 864 1,077 D
0600 - 0700 $9.00 212 1,073 1,285 E $9.00 199 1,222 1,421 F $9.00 238 1,199 1,437 F $9.00 200 1,153 1,353 E $7.00 195 948 1,143 D
0700 - 0800 $9.00 169 988 1,157 D $9.00 195 1,145 1,340 E $9.00 174 1,171 1,345 E $9.00 174 1,056 1,230 E $7.00 154 810 964 C
0800 - 0900 $7.00 120 786 906 C $7.00 97 1,057 1,154 D $7.00 92 1,025 1,117 D $7.00 102 994 1,096 D $5.45 132 923 1,055 D
0900 - 1000 $5.45 115 756 871 C $5.45 100 919 1,019 D $5.45 127 960 1,087 D $5.45 131 982 1,113 D $3.00 203 770 973 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 100 289 389 A $3.00 150 507 657 B $3.00 165 506 671 B $3.00 146 469 615 B $3.00 134 404 538 B
0500 - 0600 $7.00 159 646 805 C $7.00 250 1,048 1,298 E $7.00 253 1,098 1,351 E $7.00 192 1,097 1,289 E $5.45 203 929 1,132 D
0600 - 0700 $9.00 123 646 769 B $9.00 222 1,271 1,493 F $9.00 254 1,166 1,420 F $9.00 206 1,224 1,430 F $7.00 228 977 1,205 E
0700 - 0800 $9.00 98 593 691 B $9.00 182 1,212 1,394 E $9.00 191 1,150 1,341 E $9.00 163 1,101 1,264 E $7.00 139 953 1,092 D
0800 - 0900 $7.00 109 588 697 B $7.00 106 1,038 1,144 D $7.00 111 972 1,083 D $7.00 118 1,043 1,161 D $5.45 129 830 959 C
0900 - 1000 $5.45 152 603 755 B $5.45 127 907 1,034 D $5.45 149 898 1,047 D $5.45 115 866 981 C $3.00 110 729 839 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 152 463 615 B
0500 - 0600 $7.00 207 1,140 1,347 E
0600 - 0700 $9.00 222 1,179 1,401 F
0700 - 0800 $9.00 172 1,133 1,305 E
0800 - 0900 $7.00 100 1,064 1,164 D
0900 - 1000 $5.45 134 788 922 C
Thursday 02/10/22 Friday 02/11/22Monday02/07/22 Tuesday 02/08/22 Wednesday 02/09/22
Monday 02/21/22 Tuesday 02/22/22 Wednesday 02/23/22
Wednesday 02/16/22 Thursday 02/17/22 Friday 02/18/22Monday02/14/22 Tuesday 02/15/22
Thursday 02/24/22 Friday 02/25/22
Thursday 03/03/22 Friday 03/04/22Monday02/28/22 Tuesday 03/01/22 Wednesday 03/02/22
Monday 01/31/22 Tuesday 02/01/22 Wednesday 02/02/22 Thursday 02/03/22 Friday 02/04/22
17
RCTC O P ERATIONAL HIGHLIGHTS
On-Road Operations
RCTC Freeway Service Patrol responded to 121 calls during the month of February. Of
those calls, 96 were to assist disabled vehicles, 14 calls to remove debris, and 11 were
in response to accidents that affected the EL.
91 EL BOS Development Update
In February 2021, CUSA notified the Agencies of a delay to the implementation of the
new BOS for the 91 EL for both Orange and Riverside counties, as a result of the
COVID-19 pandemic. CUSA is the current operator of the 91 EL for both Agencies and is
the firm selected for the design, development, and implementation of the new BOS, as
well as the customer service center operation.
To address the potential delay of transitioning to the new operating agreement, in
October 2019, an amendment to the existing operating agreement was executed which
allowed for six one-month extension periods, from July 1, 2021 through
December 31, 2021. In anticipation the transition will not occur by December 31, in
October 2021, both the Agencies Board of Directors approved a subsequent amendment
which allowed for three one-month extensions, commencing January 1, 2022 through
March 31, 2022. In February, the Agencies provided notice to CUSA that the last
extension period will be exercised. The Agencies intend to exercise the one-month
options until the transition to the new BOS occurs, which is anticipated to begin
March 4, 2022 with go-live on March 7, 2022.
18
FINANCIAL HIGHLIGHTS RCTC
RCTC 91 Express Lanes
Operating Statement
2/28/2022
Description Budget Dollar $Percent (%)
Operating revenues:
Toll Revenue 37,907,334.44$ 23,890,000.00$ 14,017,334.44$ 58.7
Fee Revenue 4,193,548.75 3,811,266.67 382,282.08 10.0
Total operating revenues 42,100,883.19 27,701,266.67 14,399,616.52 52.0
Operating expenses:
Salaries and Benefits 354,891.83 568,533.33 213,641.50 37.6
Legal Services 41,388.76 139,133.33 97,744.57 70.3
Advisory Services 17,773.39 3,333.33 (14,440.06) (433.2)
Audit and Accounting Fees 29,775.00 24,000.00 (5,775.00) (24.1)
Service Fees - 12,466.67 12,466.67 100.0
Other Professional Services 300,525.38 837,200.00 536,674.62 64.1
Lease Expense 157,499.98 212,733.33 55,233.35 26.0
Operations 1,294,842.23 2,411,866.67 1,117,024.44 46.3
Utilities 9,378.77 43,400.00 34,021.23 78.4
Supplies and Materials 9,807.12 22,333.33 12,526.21 56.1
Membership and Subscription Fees 14,498.00 20,000.00 5,502.00 27.5
Office Equipment & Furniture (Non-Capital)- 53,333.33 53,333.33 100.0
Maintenance/Repairs 114,140.44 205,733.33 91,592.89 44.5
Training Seminars and Conferences 5,919.66 1,066.67 (4,852.99) (455.0)
Transportation Expenses 257.90 1,666.67 1,408.77 84.5
Lodging - 866.67 866.67 100.0
Meals - 2,000.00 2,000.00 100.0
Other Staff Expenses 174.51 200.00 25.49 12.7
Advertising - 143,333.33 143,333.33 100.0
Program Management 27,925.47 55,400.00 27,474.53 49.6
Program Operations 4,403,752.06 5,582,800.00 1,179,047.94 21.1
Litigation Settlement 687.06 - (687.06) N/A
Furniture & Equipment - 50,000.00 50,000.00 100.0
Improvements 24,997.50 36,666.67 11,669.17 31.8
Bad Debt Expense 76,390.63 - (76,390.63) N/A
Total operating expenses 6,884,625.69 10,428,066.67 3,543,440.98 34.0
Operating income (loss)35,216,257.50 17,273,200.00 17,943,057.50 103.9
Nonoperating revenues (expenses):
Interest Revenue (212,197.11) 99,666.67 (311,863.78) 312.9
Other Miscellaneous Revenue 39,070.71 - 39,070.71 N/A
Loss on Refunding (6,733,662.41) - (6,733,662.41) N/A
Principal Expense - - - N/A
Interest Expense (13,895,832.03) (6,027,266.67) (7,868,565.36) 130.5
Total nonoperating revenues (expenses)(20,802,620.84) (5,927,600.00) (14,875,020.84) (250.9)
Transfers In - - - N/A
Transfers Out (167,221.19) (716,466.67) 549,245.48 (76.7)
Net income (loss)14,246,415.47$ 10,629,133.33$ 3,617,282.14$ 34.0
1 Unaudited
YTD as of : YTD Variance
Actual1
19
JOINT AGENCY TRIP AND REVENUE STATISTICS
JOINT AGENCY TRAFFIC STATISTICS
MULTI AGENCY TRIP AND REVENUE STATISTICS
MONTH ENDING February 28, 2022
MTD Transactions by Agency
Transactions
Using Both
Segments
% Using Both
Segments Revenue
Westbound
OCTA 769,084 445,398 58%$2,137,118
RCTC 689,658 445,398 65%$2,849,567
Eastbound
OCTA 765,105 457,754 60%$2,610,223
RCTC 603,927 457,754 76%$2,165,887
20
JOINT AGENCY PER FORMANCE MEASURES
JOINT AGENCY TRANSPONDER DISTRIBUTION
Feb-22
Performance
CUSTOMER SERVICE
Call Wait Time Monthly Not to exceed 2 minutes 1:41
Abandon Rate Monthly No more than 4.0% 2.3%
Customer Satisfaction Monthly At least 75 outbound calls 76
VIOLATION PROCESSING
Response Time Monthly Within 2 business days of receipt 1.0
CUSA Violation Collection Rate Quarterly 70% or more
CUSA Violation Collection Rate Annually 74% or more
TRAFFIC OPERATIONS
Initial & Secondary Reviews Monthly Equal to or less than 15 days 4.5
*Plate Misread Errors Monthly Equal to or less than 0.4% 0.01%
ACCOUNTING
Monthly No more than 3 0
Monthly No more than 3 0
INFORMATION TECHNOLOGY
Back-office System Uptime Monthly 99% Availability 100%
Network Uptime Monthly 99% Availability 100%
CUSA = Cofiroute USA; CAS = OCTA Customer Assistance Specialists
REPORTING REQUIREMENT Reporting
Period PERFORMANCE STANDARD
OCTA Exceptions
RCTC Exceptions
* Plate Misread Error performance is current after a 60-day hold-back period; therefore, percentage reported here is for two months prior to
the month of this report.
Tags % of Total Tags % of Total
Issued
To New Accounts 0 #DIV/0!0 #DIV/0!0 50.0%
Additional Tags to Existing Accounts 0 #DIV/0!0 #DIV/0!0 0.0%
Replacement Transponders 0 #DIV/0!0 #DIV/0!0 50.0%
Total Issued 0 0 0
Returned
Account Closures 4 0.4%1 2.4%5 0.6%
Accounts Downsizing 1,067 99.6%40 97.6%611 72.6%
Defective Transponders 225 26.8%
Total Returned 1,071 41 841
FY 2021-22T21 TRANSPONDER DISTRIBUTION February-22 January-22
Average To-Date
Tags % of Total Tags % of Total
Issued
To New Accounts 1,517 25.0%1,336 22.4%6,376 62.4%
Additional Tags to Existing Accounts 4,547 74.9%4,620 77.6%3,830 37.5%
Replacement Transponders 3 0.0%0 0.0%10 0.1%
Total Issued 6,067 5,956 10,216
Returned
Account Closures
Accounts Downsizing
Defective Transponders
Total Returned
6C TRANSPONDER DISTRIBUTION February-22 January-22 FY 2021-22
Average To-Date
21
At the end of February 2022, the 91 EL had 160,386 active customer accounts and
626,532 transponders classified as assigned.
Number of Accounts by FY
As of February 28, 2022
Incoming Email Activity
During February, the Anaheim Processing Center received 2,795 emails.
Orange County Transportation Authority
Riverside County Transportation Commission
Status Report
March 2022
As of March 31, 2022
ATTACHMENT C
2
Table of Contents
Operations Overview OCTA ............................................................................................ 3
Traffic and Revenue Statistics for OCTA ......................................................................... 3
OCTA Traffic and Revenue Summary ............................................................................. 5
OCTA Eastbound Peak-Hour Volumes ........................................................................... 6
OCTA Westbound Peak-Hour Volumes .......................................................................... 7
OCTA Operational Highlights .......................................................................................... 8
Financial Highlights OCTA .............................................................................................. 9
Operations Overview RCTC .......................................................................................... 10
Traffic and Revenue Statistics for RCTC ....................................................................... 10
RCTC Traffic and Revenue Summary ........................................................................... 12
RCTC Peak-Hour Volumes ........................................................................................... 13
RCTC Eastbound Peak-Hour Volumes ......................................................................... 13
RCTC Westbound Peak-Hour Volumes ........................................................................ 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
3
OPERATIONS OVERVIEW OCTA
TRAFFIC AND REVENUE STATISTICS FOR OCTA
Total traffic volume on the 91 Express Lanes (91 EL) for March 2022 was 1,690,551. This
represents a daily average of 54,534 vehicles. This is an 18.5 percent increase in total
traffic volume from the same period last year, which totaled 1,426,041 and was the
13th month of the State’s stay-at-home orders due to the coronavirus (COVID-19)
pandemic. Potential toll revenue for March was $5,304,421, which represents an increase
of 6 percent from the prior year’s total of $4,573,327. Carpool percentage for March was
22.4 percent as compared to the previous year’s rate of 20.2 percent. As compared to
March 2019, traffic volume increased by 9.8 percent and revenue increased by
16.8 percent.
Month-to-date (MTD) traffic and revenue data is summarized in the table below. The
following trip and revenue statistics tables represent all trips taken on the Orange County
Transportation Authority (OCTA) 91 EL and associated potential revenue for the month
of March 2022.
Current MTD as of March 31, 2022
Trips
Mar-22
MTD
Actual
Mar-21
MTD
Actual
Yr 22-to-Yr 21
%
Variance
Mar-19
MTD
Actual
Yr 22-to-Yr 19
%
Variance
Full Toll Lanes 1,312,259 1,138,068 15.3%1,137,488 15.4%
3+ Lanes 378,292 287,973 31.4%401,769 (5.8%)
Total Gross Trips 1,690,551 1,426,041 18.5%1,539,257 9.8%
Revenue
Full Toll Lanes $5,218,009 $4,526,675 15.3%$4,464,988 16.9%
3+ Lanes $86,413 $46,652 85.2%$77,440 11.6%
Total Gross Revenue $5,304,421 $4,573,327 16.0%$4,542,427 16.8%
Average Revenue per Trip
Average Full Toll Lanes $3.98 $3.98 0.0%$3.93 1.3%
Average 3+ Lanes $0.23 $0.16 43.8%$0.19 21.1%
Average Gross Revenue $3.14 $3.21 (2.2%)$2.95 6.4%
4
The 2021 fiscal year-to-date (YTD) traffic volume increased by 39.4 percent and potential
toll revenue increased by 32.7 percent, when compared with the same period last year.
YTD average revenue per trip is $3.09.
Fiscal YTD traffic and revenue data are summarized in the table below. The following trip
and revenue statistics tables represent all trips taken on the OCTA 91 EL and associated
potential revenue for the months of July 2021 through March 2022.
Fiscal Year (FY) 2020-21 YTD as of March 31, 2022
Trips
FY 2021-22
YTD
Actual
FY 20-21
YTD
Actual
Yr-to-Yr
%
Variance
Full Toll Lanes 11,348,193 8,292,733 36.8%
3+ Lanes 3,374,444 2,270,302 48.6%
Total Gross Trips 14,722,637 10,563,035 39.4%
Revenue
Full Toll Lanes $45,057,390 $33,887,172 33.0%
3+ Lanes $496,311 $434,291 14.3%
Total Gross Revenue $45,553,702 $34,321,463 32.7%
Average Revenue per Trip
Average Full Toll Lanes $3.97 $4.09 (2.9%)
Average 3+ Lanes $0.15 $0.19 (21.1%)
Average Gross Revenue $3.09 $3.25 (4.9%)
5
O CTA Traffic and Revenue Summary
The chart below reflects the total trips breakdown between full toll trips and
high-occupancy vehicle (HOV3+) trips for FY 2021-22 on a monthly basis.
The chart below reflects the gross potential revenue breakdown between full toll trips and
HOV3+ trips for FY 2021-22 on a monthly basis.
6
OCTA EASTBOUND PEAK -HOUR VOLUMES
Peak-hour traffic in the eastbound and westbound direction reached or exceeded
90 percent of defined capacity seven times during the month of March 2022.
As demonstrated on the next chart, westbound peak -hour traffic volumes top out at
89 percent of defined capacity.
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 370 2,850 84%$5.30 429 3,034 89%$7.70 429 2,963 87%$8.35 428 2,923 86%
1500 - 1600 $4.75 450 2,946 87%$7.45 459 3,012 89%$7.45 475 2,919 86%$7.90 496 2,884 85%
1600 - 1700 $5.25 453 2,929 86%$6.50 435 2,954 87%$7.00 391 2,732 80%$6.95 511 2,851 84%
1700 - 1800 $4.90 397 2,601 77%$5.40 454 2,933 86%$6.70 470 2,830 83%$6.75 514 2,868 84%
1800 - 1900 $4.05 634 3,074 90%$4.05 608 2,885 85%$4.50 565 2,854 84%$6.75 501 2,212 65%
1900 - 2000 $3.95 595 2,471 73%$3.95 629 2,476 73%$5.75 671 2,783 82%$6.25 534 1,875 55%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 374 2,698 79%$5.30 381 2,974 87%$5.30 430 2,998 88%$7.70 437 2,963 87%$8.35 538 3,053 90%
1500 - 1600 $5.65 482 2,822 83%$4.75 458 2,892 85%$7.45 482 3,103 91%$7.45 494 2,861 84%$7.90 534 2,814 83%
1600 - 1700 $5.10 433 2,857 84%$5.25 439 3,044 90%$6.50 451 3,036 89%$7.00 430 2,933 86%$6.95 532 2,844 84%
1700 - 1800 $4.95 415 2,999 88%$4.90 452 2,922 86%$5.40 463 2,972 87%$6.70 499 3,020 89%$6.75 497 2,820 83%
1800 - 1900 $5.65 617 2,741 81%$4.05 577 2,961 87%$4.05 618 2,926 86%$4.50 582 2,916 86%$6.75 580 2,411 71%
1900 - 2000 $3.95 408 1,758 52%$3.95 493 2,148 63%$3.95 482 2,171 64%$5.75 590 2,331 69%$6.25 585 2,047 60%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 398 2,611 77%$5.30 400 2,837 83%$5.30 401 2,826 83%$7.70 414 2,894 85%$8.35 436 2,654 78%
1500 - 1600 $5.65 425 2,854 84%$4.75 500 3,121 92%$7.45 422 2,882 85%$7.45 454 2,879 85%$7.90 502 2,937 86%
1600 - 1700 $5.10 434 2,840 84%$5.25 442 2,945 87%$6.50 414 2,877 85%$7.00 417 2,830 83%$6.95 546 2,978 88%
1700 - 1800 $4.95 473 3,033 89%$4.90 487 3,161 93%$5.40 413 2,643 78%$6.70 425 2,709 80%$6.75 556 2,867 84%
1800 - 1900 $5.65 519 2,664 78%$4.05 575 2,966 87%$4.05 477 2,578 76%$4.50 566 3,000 88%$6.75 525 2,449 72%
1900 - 2000 $3.95 379 1,537 45%$3.95 400 1,850 54%$3.95 541 2,371 70%$5.75 535 2,060 61%$6.25 538 2,002 59%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 389 2,501 74%$5.30 443 2,912 86%$5.30 473 3,038 89%$7.70 488 2,949 87%$8.35 559 3,103 91%
1500 - 1600 $5.65 492 2,706 80%$4.75 502 2,965 87%$7.45 486 2,862 84%$7.45 511 2,970 87%$7.90 530 2,851 84%
1600 - 1700 $5.10 407 2,655 78%$5.25 398 2,667 78%$6.50 391 2,737 81%$7.00 440 2,816 83%$6.95 517 2,776 82%
1700 - 1800 $4.95 490 2,984 88%$4.90 455 2,777 82%$5.40 490 2,898 85%$6.70 493 2,790 82%$6.75 559 2,826 83%
1800 - 1900 $5.65 530 2,618 77%$4.05 533 2,762 81%$4.05 604 3,003 88%$4.50 597 2,662 78%$6.75 670 2,783 82%
1900 - 2000 $3.95 416 1,598 47%$3.95 591 2,429 71%$3.95 515 2,119 62%$5.75 624 2,526 74%$6.25 655 2,311 68%
PM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
1400 - 1500 $5.30 396 2,417 71%$5.30 452 2,711 80%$5.30 481 2,992 88%$7.70 469 2,931 86%
1500 - 1600 $5.65 470 2,648 78%$4.75 490 2,977 88%$7.45 542 2,969 87%$7.45 526 2,782 82%
1600 - 1700 $5.10 386 2,445 72%$5.25 507 3,088 91%$6.50 509 2,919 86%$7.00 483 2,862 84%
1700 - 1800 $4.95 346 2,151 63%$4.90 500 3,033 89%$5.40 520 2,937 86%$6.70 509 2,921 86%
1800 - 1900 $5.65 352 1,555 46%$4.05 537 2,394 70%$4.05 583 2,767 81%$4.50 646 2,788 82%
1900 - 2000 $3.95 359 1,237 36%$3.95 452 1,695 50%$3.95 550 1,994 59%$5.75 556 2,053 60%
Thursday 03/03/22 Friday 03/04/22
Monday 03/07/22 Tuesday 03/08/22 Wednesday 03/09/22
Monday 02/28/22 Tuesday 03/01/22 Wednesday 03/02/22
Thursday 03/10/22 Friday 03/11/22
Monday 03/14/22 Tuesday 03/15/22 Wednesday 03/16/22 Thursday 03/17/22 Friday 03/18/22
Monday 03/21/22 Tuesday 03/22/22 Wednesday 03/23/22 Thursday 03/24/22 Friday 03/25/22
Monday 03/28/22 Tuesday 03/29/22 Wednesday 03/30/22 Thursday 03/31/22 Friday 04/01/22
7
OCTA WEST BOUND PEAK -HOUR VOLUMES
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 440 1,208 36%$3.15 415 1,199 35%$3.15 409 1,198 35%$3.15 313 886 26%
0500 - 0600 $5.10 723 2,842 84%$5.10 704 2,643 78%$5.10 692 2,632 77%$4.85 558 2,211 65%
0600 - 0700 $5.30 556 2,953 87%$5.30 618 2,896 85%$5.30 611 2,941 87%$5.10 554 2,524 74%
0700 - 0800 $5.80 618 2,976 88%$5.80 575 2,723 80%$5.80 599 2,814 83%$5.65 464 2,068 61%
0800 - 0900 $5.30 318 2,601 77%$5.30 312 2,326 68%$5.30 326 2,488 73%$5.10 240 1,774 52%
0900 - 1000 $4.20 309 2,363 70%$4.20 288 2,126 63%$4.20 335 2,355 69%$4.20 250 1,830 54%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 384 1,143 34%$3.15 414 1,206 35%$3.15 406 1,153 34%$3.15 411 1,199 35%$3.15 369 963 28%
0500 - 0600 $5.10 678 2,642 78%$5.10 725 2,712 80%$5.10 695 2,676 79%$5.10 695 2,590 76%$4.85 585 2,233 66%
0600 - 0700 $5.30 578 2,856 84%$5.30 603 3,010 89%$5.30 604 2,912 86%$5.30 629 3,011 89%$5.10 550 2,663 78%
0700 - 0800 $5.80 577 2,651 78%$5.80 597 2,791 82%$5.80 594 2,815 83%$5.80 626 2,900 85%$5.65 520 2,186 64%
0800 - 0900 $5.30 324 2,413 71%$5.30 336 2,497 73%$5.30 352 2,482 73%$5.30 338 2,578 76%$5.10 289 2,109 62%
0900 - 1000 $4.20 338 2,303 68%$4.20 248 2,144 63%$4.20 341 2,551 75%$4.20 319 2,185 64%$4.20 309 1,943 57%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 373 1,088 32%$3.15 401 1,159 34%$3.15 418 1,149 34%$3.15 426 1,127 33%$3.15 348 975 29%
0500 - 0600 $5.10 695 2,484 73%$5.10 724 2,610 77%$5.10 700 2,529 74%$5.10 766 2,944 87%$4.85 565 2,187 64%
0600 - 0700 $5.30 592 2,729 80%$5.30 616 2,977 88%$5.30 609 2,778 82%$5.30 622 2,876 85%$5.10 546 2,399 71%
0700 - 0800 $5.80 604 2,665 78%$5.80 573 2,703 80%$5.80 594 2,818 83%$5.80 582 2,648 78%$5.65 447 1,951 57%
0800 - 0900 $5.30 288 2,217 65%$5.30 281 2,468 73%$5.30 263 2,173 64%$5.30 310 2,303 68%$5.10 276 1,987 58%
0900 - 1000 $4.20 235 1,917 56%$4.20 256 2,268 67%$4.20 239 2,068 61%$4.20 305 2,307 68%$4.20 299 2,191 64%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 406 1,158 34%$3.15 417 1,166 34%$3.15 400 1,109 33%$3.15 387 1,132 33%$3.15 351 957 28%
0500 - 0600 $5.10 689 2,617 77%$5.10 725 2,571 76%$5.10 712 2,581 76%$5.10 709 2,575 76%$4.85 640 2,261 67%
0600 - 0700 $5.30 561 2,804 82%$5.30 612 2,923 86%$5.30 629 2,874 85%$5.30 634 2,838 83%$5.10 517 2,411 71%
0700 - 0800 $5.80 555 2,656 78%$5.80 625 2,731 80%$5.80 567 2,615 77%$5.80 595 2,688 79%$5.65 500 2,151 63%
0800 - 0900 $5.30 366 2,446 72%$5.30 402 2,485 73%$5.30 372 2,341 69%$5.30 353 2,326 68%$5.10 336 2,042 60%
0900 - 1000 $4.20 374 2,426 71%$4.20 369 2,242 66%$4.20 387 2,237 66%$4.20 397 2,287 67%$4.20 371 2,094 62%
AM Time Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.Price HOV Vol. Cap.
0400 - 0500 $3.15 336 981 29%$3.15 376 1,060 31%$3.15 386 1,065 31%$3.15 317 1,042 31%
0500 - 0600 $5.10 582 2,188 64%$5.10 646 2,476 73%$5.10 678 2,487 73%$5.10 545 2,074 61%
0600 - 0700 $5.30 469 2,165 64%$5.30 610 2,800 82%$5.30 633 2,821 83%$5.30 445 2,280 67%
0700 - 0800 $5.80 455 2,064 61%$5.80 599 2,687 79%$5.80 584 2,805 83%$5.80 552 2,445 72%
0800 - 0900 $5.30 275 1,757 52%$5.30 372 2,397 71%$5.30 413 2,388 70%$5.30 518 3,007 88%
0900 - 1000 $4.20 253 1,574 46%$4.20 395 2,090 61%$4.20 420 2,142 63%$4.20 550 3,015 89%
Monday 02/28/22 Tuesday 03/01/22 Wednesday 03/02/22 Thursday 03/03/22 Friday 03/04/22
Monday 03/07/22 Tuesday 03/08/22 Wednesday 03/09/22 Thursday 03/10/22 Friday 03/11/22
Monday 03/14/22 Tuesday 03/15/22 Wednesday
Monday 03/21/22 Tuesday 03/22/22 Wednesday
03/30/22
Thursday 03/17/22 Friday 03/18/22
03/23/22
Thursday 03/31/22 Friday 04/01/22
Thursday 03/24/22 Friday 03/25/22
03/16/22
Monday 03/28/22 Tuesday 03/29/22 Wednesday
8
OCTA OP ERATIONAL HIGHLIGHTS
91 EL Back-Office System (BOS) Development Update
Over the weekend of March 4, Cofiroute USA, LLC (CUSA) began implementation and
cutover activities for the new BOS for the 91 EL for both Orange and Riverside counties.
On March 7th, the BOS went live and began processing transactions received from the
Electronic Toll and Traffic Management (ETTM) systems. CUSA, in addition to OCTA,
Riverside County Transportation Commission (RCTC), and project consultant staff, have
been continuously monitoring the system and actively implementing fixes for any issues
that arise. In addition to the BOS going live on March 7th, the new 91 EL website was
launched.
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 EL
Toll Entrance Gantries Infrastructure Project. This project entails constructing new toll
gantries infrastructure at the three entrances (northbound State Route 55, eastbound
State Route 91 (SR-91), and westbound SR-91) of the OCTA 91 EL. Caltrans advertised
and awarded the project in March 2021 and May 2021, respectively. In June, the contract
was executed, and the project kickoff meeting was held in July. Pre-construction activities
began in August and was followed with construction activities which commenced in
September. In the past several months, staff was made aware of several conflicts/i ssues
at the gantry sites. Staff is working with the plans, specifications, and estimates consultant
and Caltrans to address these issues. Due to the conflicts, there will be a delay in site
turnover to Kapsch TrafficCom USA, Inc (Kapsch), the toll lanes system integrator for the
91 EL. The site turnover is anticipated for Summer 2022, where then Kapsch will install
new ETTM system equipment onto the new gantries. During the equipment installation
period, overnight closures and possibly, a few full weekend closures, will occur. The
ETTM installation is anticipated to be completed in fall 2022.
9
FINANCIAL HIGHLIGHTS OCTA
Capital Asset Activity
During the nine months ending March 31, 2022, capital asset activities included payment
of $663,993 attributing to the ETTM system project and $441,449 to the BOS project.
10
OPERATIONS OVERVIEW RCTC
TRAFFIC AND REVENUE STATISTICS FOR RCTC
Total traffic volume on the 91 EL for March 2022 was 1,434,476. This represents a daily
average of 46,273 vehicles. This is a 16.6 percent increase in total traffic volume from the
same period last year, which totaled 1,230,614 and was the 13th month of the State’s
stay-at-home orders due to the COVID-19 pandemic. Potential toll revenue for March was
$5,591,791, which represents an increase of 34.8 percent from the prior year’s total of
$4,147,141. Carpool percentage for March was 21.2 percent as compared to the previous
year’s rate of 19.2 percent. As compared to March 2019, traffic volume increased by
9.4 percent and revenue increased by 9.7 percent.
MTD traffic and revenue data is summarized in the table below. The following trip and
revenue statistics tables represent all trips taken o n the RCTC 91 EL and associated
potential revenue for the month of March 2022.
Current MTD as of March 31, 2022
Trips
MAR-22
MTD
Actual
Stantec
MTD
Projected
#
Variance
%
Variance
MAR-21
MTD
Actual
Yr 22-to-Yr 21
%
Variance
MAR-19
MTD
Actual
Yr 22-to-Yr 19
%
Variance
Full Toll Lanes 1,130,257 999,443 130,814 13.1% 994,294 13.7% 991,552 14.0%
3+ Lanes 304,219 355,543 (51,324)(14.4%)236,320 28.7% 319,383 (4.7%)
Total Gross Trips 1,434,476 1,354,986 79,490 5.9% 1,230,614 16.6% 1,310,935 9.4%
Revenue
Full Toll Lanes $5,529,300 $4,438,457 $1,090,843 24.6% $4,107,544 34.6% $5,057,871 9.3%
3+ Lanes $62,492 $0 $62,492 $39,597 57.8% $40,979 52.5%
Total Gross Revenue $5,591,791 $4,438,457 $1,153,334 26.0% $4,147,141 34.8% $5,098,850 9.7%
Average Revenue per Trip
Average Full Toll Lanes $4.89 $4.44 $0.45 10.1% $4.13 18.4% $5.10 (4.1%)
Average 3+ Lanes $0.21 $0.00 $0.21 $0.17 23.5% $0.13 61.5%
Average Gross Revenue $3.90 $3.28 $0.62 18.9% $3.37 15.7% $3.89 0.3%
11
The 2021 fiscal YTD traffic volume increased by 40.2 percent and potential toll revenue
increased by 54.6 percent, when compared with the same period last year. YTD average
revenue per-trip is $3.75.
Fiscal YTD traffic and revenue data is summarized in the table below. The following trip
and revenue statistics tables represent all trips taken on the RCTC 91 EL and associated
potential revenue for the months of July 2021 through March 2022.
FY 2020-21 YTD as of March 31, 2022
Trips
FY 2021-22
YTD
Actual
Stantec
YTD
Projected
#
Variance
%
Variance
FY 2020-21
YTD
Actual
Yr-to-Yr
%
Variance
Full Toll Lanes 9,845,788 8,390,286 1,455,502 17.3% 7,111,368 38.5%
3+ Lanes 2,689,805 2,959,371 (269,566)(9.1%)1,827,633 47.2%
Total Gross Trips 12,535,593 11,349,657 1,185,936 10.4% 8,939,001 40.2%
Revenue
Full Toll Lanes $46,624,568 $36,582,443 $10,042,125 27.5% $30,078,305 55.0%
3+ Lanes $385,457 $0 $385,457 $320,525 20.3%
Total Gross Revenue $47,010,025 $36,582,443 $10,427,582 28.5% $30,398,831 54.6%
Average Revenue per Trip
Average Full Toll Lanes $4.74 $4.36 $0.38 8.7% $4.23 12.1%
Average 3+ Lanes $0.14 $0.00 $0.14 $0.18 (22.2%)
Average Gross Revenue $3.75 $3.22 $0.53 16.5% $3.40 10.3%
12
RCTC Traffic and Revenue Summary
The chart below reflects the total trips broken down between full toll lanes and HOV3+
lanes for FY 2021-22 on a monthly basis.
The chart below reflects the gross potential revenue breakdown between full toll lanes
and HOV3+ lanes for FY 2021-22 on a monthly basis.
13
RCTC PEAK -HOUR VOLUMES
In March, no toll rates were adjusted. RCTC evaluates traffic volumes for peak period
hours and adjusts rates according to the toll rate policy.
RCTC E ASTBOUND PEAK -HOUR VOLUMES
Eastbound PM Peak - County Line to McKinley
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $7.05 176 1029 1,205 E $9.15 199 1036 1,235 E $12.25 193 1,107 1,300 E $26.80 241 936 1,177 D
1500 - 1600 $9.80 239 948 1,187 D $12.85 246 958 1,204 E $16.60 243 959 1,202 E $26.50 267 888 1,155 D
1600 - 1700 $5.45 209 995 1,204 E $5.45 191 943 1,134 D $7.75 199 979 1,178 D $15.60 238 887 1,125 D
1700 - 1800 $5.45 183 834 1,017 D $5.45 190 940 1,130 D $5.45 221 923 1,144 D $7.05 237 875 1,112 D
1800 - 1900 $5.45 269 853 1,122 D $5.45 250 864 1,114 D $5.45 222 893 1,115 D $5.45 247 712 959 C
1900 - 2000 $4.25 251 780 1,031 D $4.25 271 778 1,049 D $5.45 281 933 1,214 E $4.25 232 583 815 C
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 177 1,008 1,185 D $7.05 165 1035 1,200 D $9.15 220 1075 1,295 E $12.25 218 1,083 1,301 F $26.80 285 1,053 1,338 F
1500 - 1600 $7.75 251 921 1,172 D $9.80 225 982 1,207 E $12.85 243 1001 1,244 E $16.60 256 949 1,205 E $26.50 273 906 1,179 D
1600 - 1700 $5.45 187 921 1,108 D $5.45 189 979 1,168 D $5.45 211 1010 1,221 E $7.75 211 980 1,191 D $15.60 247 928 1,175 D
1700 - 1800 $5.45 183 865 1,048 D $5.45 177 939 1,116 D $5.45 226 896 1,122 D $5.45 225 938 1,163 D $7.05 225 877 1,102 D
1800 - 1900 $5.45 254 759 1,013 D $5.45 206 891 1,097 D $5.45 245 835 1,080 D $5.45 260 815 1,075 D $5.45 256 750 1,006 D
1900 - 2000 $2.30 212 578 790 B $4.25 215 695 910 C $4.25 206 754 960 C $5.45 255 739 994 C $4.25 229 633 862 C
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 184 957 1,141 D $7.05 185 972 1,157 D $9.15 191 1,105 1,296 E $12.25 190 1,062 1,252 E $26.80 206 875 1,081 D
1500 - 1600 $7.75 253 953 1,206 E $9.80 251 974 1,225 E $12.85 211 1,020 1,231 E $16.60 235 1,008 1,243 E $26.50 272 989 1,261 E
1600 - 1700 $5.45 200 969 1,169 D $5.45 207 988 1,195 D $5.45 214 1,022 1,236 E $7.75 216 992 1,208 E $15.60 254 933 1,187 D
1700 - 1800 $5.45 223 888 1,111 D $5.45 202 917 1,119 D $5.45 192 895 1,087 D $5.45 217 988 1,205 E $7.05 257 979 1,236 E
1800 - 1900 $5.45 253 811 1,064 D $5.45 212 916 1,128 D $5.45 228 863 1,091 D $5.45 220 925 1,145 D $5.45 262 847 1,109 D
1900 - 2000 $2.30 147 456 603 B $4.25 142 615 757 B $4.25 238 802 1,040 D $5.45 228 657 885 C $4.25 258 698 956 C
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 217 1,110 1,327 F $7.05 192 942 1,134 D $9.15 235 1,032 1,267 E $12.25 255 1,083 1,338 F $26.80 353 1,044 1,397 F
1500 - 1600 $7.75 268 876 1,144 D $9.80 286 1,021 1,307 F $12.85 298 945 1,243 E $16.60 313 988 1,301 F $26.50 366 933 1,299 E
1600 - 1700 $5.45 222 968 1,190 D $5.45 227 871 1,098 D $5.45 222 907 1,129 D $7.75 251 949 1,200 D $15.60 320 943 1,263 E
1700 - 1800 $5.45 242 948 1,190 D $5.45 210 861 1,071 D $5.45 268 959 1,227 E $5.45 216 955 1,171 D $7.05 311 1,017 1,328 F
1800 - 1900 $5.45 273 759 1,032 D $5.45 268 784 1,052 D $5.45 304 873 1,177 D $5.45 289 846 1,135 D $5.45 385 1,012 1,397 F
1900 - 2000 $2.30 177 492 669 B $4.25 321 743 1,064 D $4.25 273 679 952 C $5.45 333 837 1,170 D $4.25 362 909 1,271 E
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 191 914 1,105 D $7.05 192 940 1,132 D $9.15 217 1,018 1,235 E $12.25 198 1,075 1,273 E
1500 - 1600 $7.75 231 779 1,010 D $9.80 254 960 1,214 E $12.85 272 984 1,256 E $16.60 275 937 1,212 E
1600 - 1700 $5.45 155 672 827 C $5.45 201 966 1,167 D $5.45 229 987 1,216 E $7.75 241 954 1,195 D
1700 - 1800 $5.45 145 554 699 B $5.45 181 857 1,038 D $5.45 218 911 1,129 D $5.45 206 904 1,110 D
1800 - 1900 $5.45 135 445 580 B $5.45 223 719 942 C $5.45 260 839 1,099 D $5.45 281 872 1,153 D
1900 - 2000 $2.30 150 384 534 B $4.25 190 464 654 B $4.25 245 594 839 C $5.45 248 604 852 C
03/03/22 Friday 03/04/22Monday02/28/22 Tuesday 03/01/22 Wednesday 03/02/22 Thursday
Monday 03/28/22 Tuesday 03/29/22 Wednesday 03/30/22 Thursday 03/31/22 Friday 04/01/22
03/08/22
Thursday
Wednesday 03/23/22Monday03/21/22 Tuesday 03/22/22
Monday 03/14/22 Tuesday 03/15/22 Wednesday 03/16/22
Wednesday 03/09/22 Thursday 03/10/22 Friday 03/11/22
03/17/22 Friday 03/18/22
Monday 03/07/22 Tuesday
Thursday 03/24/22 Friday 03/25/22
14
Eastbound PM Peak - County Line to 15 SB Ontario
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 126 784 910 C $5.45 133 808 941 C $5.45 134 776 910 C $5.45 128 680 808 C
1500 - 1600 $5.45 106 665 771 B $5.45 115 702 817 C $5.45 122 763 885 C $5.45 107 565 672 B
1600 - 1700 $5.45 104 644 748 B $5.45 108 623 731 B $5.45 79 741 820 C $3.00 122 566 688 B
1700 - 1800 $3.00 84 601 685 B $3.00 101 636 737 B $3.00 136 749 885 C $3.00 113 574 687 B
1800 - 1900 $3.00 151 661 812 C $3.00 146 631 777 B $3.00 130 774 904 C $3.00 113 500 613 B
1900 - 2000 $3.00 180 619 799 B $3.00 202 626 828 C $3.00 181 781 962 C $3.00 138 381 519 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 122 681 803 C $5.45 93 807 900 C $5.45 128 779 907 C $5.45 129 752 881 C $5.45 156 718 874 C
1500 - 1600 $5.45 126 663 789 B $5.45 94 675 769 B $5.45 131 667 798 B $5.45 108 670 778 B $5.45 120 656 776 B
1600 - 1700 $3.00 110 628 738 B $5.45 109 701 810 C $5.45 117 605 722 B $5.45 115 633 748 B $3.00 128 599 727 B
1700 - 1800 $3.00 115 671 786 B $3.00 109 627 736 B $3.00 102 604 706 B $3.00 122 644 766 B $3.00 111 592 703 B
1800 - 1900 $3.00 171 573 744 B $3.00 122 613 735 B $3.00 131 615 746 B $3.00 143 649 792 B $3.00 137 577 714 B
1900 - 2000 $3.00 105 418 523 B $3.00 132 580 712 B $3.00 134 562 696 B $3.00 151 650 801 C $3.00 158 445 603 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 122 622 744 B $5.45 118 813 931 C $5.45 127 804 931 C $5.45 110 767 877 C $5.45 114 625 739 B
1500 - 1600 $5.45 119 707 826 C $5.45 106 691 797 B $5.45 103 726 829 C $5.45 91 647 738 B $5.45 88 620 708 B
1600 - 1700 $3.00 107 579 686 B $5.45 103 635 738 B $5.45 100 586 686 B $5.45 112 618 730 B $3.00 114 649 763 B
1700 - 1800 $3.00 136 631 767 B $3.00 124 665 789 B $3.00 116 577 693 B $3.00 96 637 733 B $3.00 130 574 704 B
1800 - 1900 $3.00 117 566 683 B $3.00 108 647 755 B $3.00 107 612 719 B $3.00 122 682 804 C $3.00 142 546 688 B
1900 - 2000 $3.00 107 369 476 B $3.00 90 485 575 B $3.00 139 583 722 B $3.00 132 465 597 B $3.00 144 477 621 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 130 721 851 C $5.45 147 711 858 C $5.45 124 793 917 C $5.45 151 750 901 C $5.45 154 649 803 C
1500 - 1600 $5.45 111 617 728 B $5.45 114 674 788 B $5.45 136 671 807 C $5.45 102 649 751 B $5.45 188 573 761 B
1600 - 1700 $3.00 115 660 775 B $5.45 109 615 724 B $5.45 92 648 740 B $5.45 115 611 726 B $3.00 140 601 741 B
1700 - 1800 $3.00 125 640 765 B $3.00 151 582 733 B $3.00 104 618 722 B $3.00 109 569 678 B $3.00 129 573 702 B
1800 - 1900 $3.00 115 573 688 B $3.00 118 555 673 B $3.00 136 632 768 B $3.00 136 565 701 B $3.00 165 514 679 B
1900 - 2000 $3.00 97 375 472 B $3.00 152 583 735 B $3.00 157 530 687 B $3.00 155 621 776 B $3.00 158 493 651 B
PM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
1400 - 1500 $5.45 136 688 824 C $5.45 131 636 767 B $5.45 135 702 837 C $5.45 122 751 873 C
1500 - 1600 $5.45 124 582 706 B $5.45 104 690 794 B $5.45 130 643 773 B $5.45 162 648 810 C
1600 - 1700 $3.00 110 535 645 B $5.45 129 706 835 C $5.45 150 625 775 B $5.45 111 658 769 B
1700 - 1800 $3.00 94 486 580 B $3.00 107 660 767 B $3.00 141 647 788 B $3.00 126 597 723 B
1800 - 1900 $3.00 73 308 381 A $3.00 142 537 679 B $3.00 139 562 701 B $3.00 172 571 743 B
1900 - 2000 $3.00 82 286 368 A $3.00 112 373 485 B $3.00 181 482 663 B $3.00 156 460 616 B
Monday 02/28/22 Tuesday 03/01/22 Wednesday 03/02/22 Thursday 03/03/22 Friday 03/04/22
Wednesday 03/30/22 Thursday 03/31/22 Friday 04/01/22Monday03/28/22 Tuesday 03/29/22
Thursday 03/24/22 Friday 03/25/22Monday03/21/22 Tuesday 03/22/22 Wednesday 03/23/22
Wednesday 03/16/22 Thursday 03/17/22 Friday 03/18/22Monday03/14/22 Tuesday 03/15/22
Monday 03/07/22 Tuesday 03/08/22 Wednesday 03/09/22 Thursday 03/10/22 Friday 03/11/22
15
RCTC W ESTBOUND PEAK -HOUR VOLUMES
Westbound AM Peak - McKinley to County Line
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 190 434 624 B $2.30 168 435 603 B $2.30 169 463 632 B $2.30 141 329 470 B
0500 - 0600 $11.20 351 1185 1,536 F $11.20 317 1132 1,449 F $9.45 360 1,147 1,507 F $5.45 291 871 1,162 D
0600 - 0700 $18.30 322 1336 1,658 F $18.30 355 1335 1,690 F $17.30 334 1,357 1,691 F $10.45 309 971 1,280 E
0700 - 0800 $14.30 342 1343 1,685 F $14.30 310 1239 1,549 F $13.30 310 1,303 1,613 F $8.70 279 893 1,172 D
0800 - 0900 $9.70 157 1300 1,457 F $9.70 171 1010 1,181 D $8.70 191 1,167 1,358 F $5.45 118 831 949 C
0900 - 1000 $5.45 171 1114 1,285 E $5.45 155 956 1,111 D $5.45 157 931 1,088 D $4.25 152 717 869 C
1533
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 $2.30 176 431 607 B $2.30 177 428 605 B $2.30 191 434 625 B $2.30 175 504 679 B $2.30 173 363 536 B
0500 - 0600 $11.20 341 1,113 1,454 F $11.20 385 1126 1,511 F $11.20 388 1100 1,488 F $9.45 333 1,086 1,419 F $5.45 312 946 1,258 E
0600 - 0700 $17.30 338 1,300 1,638 F $18.30 356 1375 1,731 F $18.30 373 1249 1,622 F $17.30 353 1,380 1,733 F $10.45 296 1,115 1,411 F
0700 - 0800 $13.60 317 1,257 1,574 F $14.30 373 1297 1,670 F $14.30 362 1254 1,616 F $13.30 316 1,314 1,630 F $8.70 317 844 1,161 D
0800 - 0900 $8.70 155 1,191 1,346 E $9.70 170 1149 1,319 E $9.70 193 1090 1,283 E $8.70 172 1,104 1,276 E $5.45 159 875 1,034 D
0900 - 1000 $4.25 179 1,005 1,184 D $5.45 160 819 979 C $5.45 164 1005 1,169 D $5.45 155 854 1,009 D $4.25 161 807 968 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 149 414 563 B $2.30 189 419 608 B $2.30 198 375 573 B $2.30 188 400 588 B $2.30 162 341 503 B
0500 - 0600 $11.20 335 1,048 1,383 F $11.20 378 1,063 1,441 F $11.20 366 1,027 1,393 F $9.45 427 1,100 1,527 F $5.45 327 928 1,255 E
0600 - 0700 $17.30 325 1,213 1,538 F $18.30 303 1,276 1,579 F $18.30 372 1,215 1,587 F $17.30 358 1,199 1,557 F $10.45 327 1,009 1,336 E
0700 - 0800 $13.60 316 1,147 1,463 F $14.30 326 1,180 1,506 F $14.30 327 1,161 1,488 F $13.30 310 1,061 1,371 F $8.70 229 657 886 C
0800 - 0900 $8.70 135 992 1,127 D $9.70 135 1,128 1,263 E $9.70 153 917 1,070 D $8.70 188 992 1,180 D $5.45 150 945 1,095 D
0900 - 1000 $4.25 120 810 930 C $5.45 138 933 1,071 D $5.45 139 1,077 1,216 E $5.45 145 897 1,042 D $4.25 146 736 882 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 187 415 602 B $2.30 172 413 585 B $2.30 172 400 572 B $2.30 163 404 567 B $2.30 156 326 482 B
0500 - 0600 $11.20 341 1,099 1,440 F $11.20 342 1,095 1,437 F $11.20 383 1,068 1,451 F $9.45 402 1,050 1,452 F $5.45 343 903 1,246 E
0600 - 0700 $17.30 343 1,218 1,561 F $18.30 311 1,297 1,608 F $18.30 376 1,205 1,581 F $17.30 353 1,219 1,572 F $10.45 300 1,017 1,317 E
0700 - 0800 $13.60 287 1,128 1,415 F $14.30 357 1,101 1,458 F $14.30 312 1,108 1,420 F $13.30 336 1,045 1,381 F $8.70 290 836 1,126 D
0800 - 0900 $8.70 196 984 1,180 D $9.70 238 1,003 1,241 E $9.70 219 945 1,164 D $8.70 194 979 1,173 D $5.45 179 792 971 C
0900 - 1000 $4.25 189 910 1,099 D $5.45 232 939 1,171 D $5.45 238 837 1,075 D $5.45 224 819 1,043 D $4.25 223 729 952 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $2.30 130 339 469 B $2.30 154 369 523 B $2.30 176 353 529 B $2.30 207 827 1,034 D
0500 - 0600 $11.20 255 873 1,128 D $11.20 317 1,109 1,426 F $11.20 376 1,026 1,402 F $9.45 281 1,313 1,594 F
0600 - 0700 $17.30 252 890 1,142 D $18.30 330 1,171 1,501 F $18.30 358 1,202 1,560 F $17.30 267 1,381 1,648 F
0700 - 0800 $13.60 228 829 1,057 D $14.30 336 1,066 1,402 F $14.30 364 1,137 1,501 F $13.30 408 1,275 1,683 F
0800 - 0900 $8.70 129 777 906 C $9.70 206 989 1,195 D $9.70 206 985 1,191 D $8.70 306 1,384 1,690 F
0900 - 1000 $4.25 139 646 785 B $5.45 176 742 918 C $5.45 197 816 1,013 D $5.45 253 1,313 1,566 F
03/03/22 Friday 03/04/22Monday02/28/22 Tuesday 03/01/22 Wednesday 03/02/22 Thursday
Monday 03/28/22 Tuesday 03/29/22 Wednesday 03/30/22
Wednesday 03/23/22Monday03/21/22 Tuesday 03/22/22
Monday 03/14/22 Tuesday 03/15/22 Wednesday 03/16/22
Wednesday 03/09/22 Thursday 03/10/22 Friday 03/11/22Monday03/07/22 Tuesday 03/08/22
03/17/22 Friday 03/18/22Thursday
03/31/22 Friday 04/01/22
Thursday 03/24/22 Friday 03/25/22
Thursday
16
Westbound AM Peak - I-15 North to County Line
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 153 485 638 B $3.00 145 497 642 B $3.00 154 454 608 B $3.00 114 358 472 B
0500 - 0600 $7.00 193 1169 1,362 E $7.00 211 1109 1,320 E $7.00 195 1,114 1,309 E $5.45 189 873 1,062 D
0600 - 0700 $9.00 208 1244 1,452 F $9.00 215 1185 1,400 E $9.00 220 1,219 1,439 F $7.00 219 976 1,195 D
0700 - 0800 $9.00 181 1190 1,371 E $9.00 170 1156 1,326 E $9.00 169 1,159 1,328 E $7.00 138 878 1,016 D
0800 - 0900 $7.00 107 1035 1,142 D $7.00 119 964 1,083 D $7.00 109 1,071 1,180 D $5.45 85 731 816 C
0900 - 1000 $5.45 144 966 1,110 D $5.45 123 869 992 C $5.45 121 917 1,038 D $3.00 109 643 752 B
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 166 462 628 B $3.00 177 432 609 B $3.00 162 457 619 B $3.00 129 481 610 B $3.00 136 342 478 B
0500 - 0600 $7.00 251 1,085 1,336 E $7.00 218 1065 1,283 E $7.00 247 1070 1,317 E $7.00 214 1,125 1,339 E $5.45 190 904 1,094 D
0600 - 0700 $9.00 208 1,202 1,410 F $9.00 227 1205 1,432 F $9.00 247 1174 1,421 F $9.00 230 1,189 1,419 F $7.00 227 981 1,208 E
0700 - 0800 $9.00 179 1,134 1,313 E $9.00 175 1124 1,299 E $9.00 228 1117 1,345 E $9.00 197 1,094 1,291 E $7.00 178 930 1,108 D
0800 - 0900 $7.00 97 1,050 1,147 D $7.00 132 970 1,102 D $7.00 141 1018 1,159 D $7.00 127 1,049 1,176 D $5.45 123 834 957 C
0900 - 1000 $5.45 137 917 1,054 D $5.45 108 869 977 C $5.45 131 926 1,057 D $5.45 118 731 849 C $3.00 97 664 761 B
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 121 455 576 B $3.00 145 419 564 B $3.00 168 453 621 B $3.00 165 412 577 B $3.00 129 380 509 B
0500 - 0600 $7.00 215 1,012 1,227 E $7.00 240 1,098 1,338 E $7.00 258 1,049 1,307 E $7.00 248 1,032 1,280 E $5.45 186 868 1,054 D
0600 - 0700 $9.00 218 1,170 1,388 E $9.00 220 1,231 1,451 F $9.00 240 1,157 1,397 E $9.00 238 1,135 1,373 E $7.00 231 917 1,148 D
0700 - 0800 $9.00 168 1,045 1,213 E $9.00 160 1,129 1,289 E $9.00 193 1,062 1,255 E $9.00 200 1,045 1,245 E $7.00 160 888 1,048 D
0800 - 0900 $7.00 116 999 1,115 D $7.00 89 1,082 1,171 D $7.00 103 966 1,069 D $7.00 102 1,051 1,153 D $5.45 102 789 891 C
0900 - 1000 $5.45 97 772 869 C $5.45 101 832 933 C $5.45 124 858 982 C $5.45 122 875 997 C $3.00 124 691 815 C
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 158 468 626 B $3.00 150 464 614 B $3.00 150 436 586 B $3.00 146 414 560 B $3.00 146 348 494 B
0500 - 0600 $7.00 199 1,055 1,254 E $7.00 225 1,060 1,285 E $7.00 243 1,006 1,249 E $7.00 259 1,030 1,289 E $5.45 227 888 1,115 D
0600 - 0700 $9.00 208 1,153 1,361 E $9.00 237 1,242 1,479 F $9.00 237 1,123 1,360 E $9.00 240 1,091 1,331 E $7.00 214 887 1,101 D
0700 - 0800 $9.00 161 1,074 1,235 E $9.00 209 1,082 1,291 E $9.00 206 1,050 1,256 E $9.00 212 1,041 1,253 E $7.00 153 859 1,012 D
0800 - 0900 $7.00 121 934 1,055 D $7.00 138 1,010 1,148 D $7.00 100 980 1,080 D $7.00 133 1,003 1,136 D $5.45 92 820 912 C
0900 - 1000 $5.45 112 732 844 C $5.45 122 807 929 C $5.45 139 948 1,087 D $5.45 132 880 1,012 D $3.00 120 661 781 B
AM Time Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS Price HOV SOV Vol.LOS
0400 - 0500 $3.00 138 402 540 B $3.00 142 418 560 B $3.00 160 390 550 B $3.00 160 541 701 B
0500 - 0600 $7.00 163 860 1,023 D $7.00 185 1,024 1,209 E $7.00 239 1,042 1,281 E $7.00 197 1,140 1,337 E
0600 - 0700 $9.00 174 962 1,136 D $9.00 244 1,134 1,378 E $9.00 264 1,126 1,390 E $9.00 216 1,203 1,419 F
0700 - 0800 $9.00 154 908 1,062 D $9.00 220 1,117 1,337 E $9.00 235 1,157 1,392 E $9.00 295 1,245 1,540 F
0800 - 0900 $7.00 125 732 857 C $7.00 145 943 1,088 D $7.00 169 931 1,100 D $7.00 188 1,171 1,359 E
0900 - 1000 $5.45 104 575 679 B $5.45 154 761 915 C $5.45 164 795 959 C $5.45 177 835 1,012 D
Monday 02/28/22 Tuesday 03/01/22 Wednesday 03/02/22 Thursday 03/03/22 Friday 03/04/22
Thursday 03/31/22 Friday 04/01/22Monday03/28/22 Tuesday 03/29/22 Wednesday 03/30/22
Thursday 03/24/22 Friday 03/25/22Monday03/21/22 Tuesday 03/22/22 Wednesday 03/23/22
Wednesday 03/16/22 Thursday 03/17/22 Friday 03/18/22Monday03/14/22 Tuesday 03/15/22
Monday 03/07/22 Tuesday 03/08/22 Wednesday 03/09/22 Thursday 03/10/22 Friday 03/11/22
17
RCTC O P ERATIONAL HIGHLIGHTS
On-Road Operations
RCTC Freeway Service Patrol responded to 90 calls during the month of March. Of those
calls, 76 were to assist disabled vehicles, four calls to remove debris, and ten were in
response to accidents that affected the EL.
91 EL BOS Development Update
Over the weekend of March 4, CUSA began implementation and cutover activities for the
new BOS for the 91 EL for both Orange and Riverside counties. On March 7th, the BOS
went live and began processing transactions received from the ETTM systems. CUSA, in
addition to OCTA, RCTC, and project consultant staff, have been continuously monitoring
the system and actively implementing fixes for any issues that arise. In addition to the
BOS going live on March 7th, the new 91 EL website was launched.
18
FINANCIAL HIGHLIGHTS RCTC
RCTC 91 Express Lanes
Operating Statement
3/31/2022
Description Budget Dollar $Percent (%)
Operating revenues:
Toll Revenue 40,036,797.68$ 26,876,250.00$ 13,160,547.68$ 49.0
Fee Revenue 4,518,996.15 4,287,675.00 231,321.15 5.4
Total operating revenues 44,555,793.83 31,163,925.00 13,391,868.83 43.0
Operating expenses:
Salaries and Benefits 438,265.78 639,600.00 201,334.22 31.5
Legal Services 46,771.96 156,525.00 109,753.04 70.1
Advisory Services 34,540.19 3,750.00 (30,790.19) (821.1)
Audit and Accounting Fees 29,775.00 27,000.00 (2,775.00) (10.3)
Service Fees - 14,025.00 14,025.00 100.0
Other Professional Services 374,339.57 941,850.00 567,510.43 60.3
Lease Expense 203,737.51 239,325.00 35,587.49 14.9
Operations 1,380,454.82 2,713,350.00 1,332,895.18 49.1
Utilities 16,140.18 48,825.00 32,684.82 66.9
Supplies and Materials 9,857.07 25,125.00 15,267.93 60.8
Membership and Subscription Fees 14,498.00 22,500.00 8,002.00 35.6
Office Equipment & Furniture (Non-Capital)- 60,000.00 60,000.00 100.0
Maintenance/Repairs 146,639.45 231,450.00 84,810.55 36.6
Training Seminars and Conferences 5,919.66 1,200.00 (4,719.66) (393.3)
Transportation Expenses 287.90 1,875.00 1,587.10 84.6
Lodging 651.78 975.00 323.22 33.2
Meals 130.00 2,250.00 2,120.00 94.2
Other Staff Expenses 174.51 225.00 50.49 22.4
Advertising - 161,250.00 161,250.00 100.0
Program Management 31,882.29 62,325.00 30,442.71 48.8
Program Operations 4,430,442.80 6,280,650.00 1,850,207.20 29.5
Litigation Settlement 687.06 - (687.06) N/A
Furniture & Equipment - 56,250.00 56,250.00 100.0
Improvements 24,997.50 41,250.00 16,252.50 39.4
Bad Debt Expense 76,390.63 - (76,390.63) N/A
Total operating expenses 7,266,583.66 11,731,575.00 4,464,991.34 38.1
Operating income (loss)37,289,210.17 19,432,350.00 17,856,860.17 91.9
Nonoperating revenues (expenses):
Interest Revenue (333,053.85) 112,125.00 (445,178.85) 397.0
Other Miscellaneous Revenue 39,073.64 - 39,073.64 N/A
Loss on Refunding (6,733,662.41) - (6,733,662.41) N/A
Principal Expense - - - N/A
Interest Expense (19,365,473.54) (6,780,675.00) (12,584,798.54) 185.6
Total nonoperating revenues (expenses)(26,393,116.16) (6,668,550.00) (19,724,566.16) (295.8)
Transfers In - - - N/A
Transfers Out (167,221.19) (806,025.00) 638,803.81 (79.3)
Net income (loss)10,728,872.82$ 11,957,775.00$ (1,228,902.18)$ (10.3)
1 Unaudited
YTD as of : YTD Variance
Actual 1
19
JOINT AGENCY TRIP AND REVENUE STATISTICS
JOINT AGENCY TRAFFIC STATISTICS
MULTI AGENCY TRIP AND REVENUE STATISTICS
MONTH ENDING March 31, 2022
MTD
Transactions by
Agency
Transactions
Using Both
Segments
% Using Both
Segments Revenue
Westbound
OCTA 843,224 605,202 72%$2,365,751.90
RCTC 767,114 605,202 79%$3,189,607.79
Eastbound
OCTA 847,327 546,211 64%$2,938,669.49
RCTC 667,362 546,211 82%$2,402,183.55
20
JOINT AGENCY PER FORMANCE MEASURES
REPORTING
REQUIREMENT
REPORTING
PERIOD
PERFORMANCE STANDARD Mar 2022
PERFORMANCE
Customer Service
Service Level /Speed of
Answer
Monthly 80% answered within 60 seconds 67% answered
within 60 seconds
Abandon Percentage Monthly 4 % <= 9%
Customer Satisfaction Score Monthly 4.5=> 4.88
First Contact Resolution Monthly 85% of calls resolved on first contact 94%
Timeliness of Case
Resolution
Monthly 90% of cases resolved in 1 day 57%
Monthly 98% of cases resolved within 5 days 98%
Mail Performance
Processing of Returned Mail Monthly Per Business Day in which 90% of
returned mail is processed within
three (3) Business Days
95%
Monthly Per Business Day in which 100% of
returned mail is not processed within
ten (10) Business Days
100%
Research and resolve
unidentified Payments
Monthly 100% of all unidentified payments are
completely and accurately resolved
within five (5) Business Days
100%
Payment Processing Monthly Per Business Day in which 100% of
payments are processed within two
(2) Business Day
98%
Accounting
Customer Refunds
Processed
Monthly Per Business Day in which 100% of
all refunds are not completely and
accurately issued within five (5)
Business Days
100%
Key Performance Indicators for Service Level, Abandon Calls, and Case resolution were not achieved due
to several events associated with the cut0ver to the new systems. Customers were not able to self-serve
their accounts during the Go Live period, which increased the call volume to over 5,000 calls per day on the
first two days of cut-over. This increased volume, as well as other technical issues affected CUSA ability to
meet some of service level requirements.
JOINT AGENCY TRANSPONDER DISTRIBUTION
Tags % of Total Tags % of Total
Issued
To New Accounts 0 #DIV/0!0 #DIV/0!0 50.0%
Additional Tags to Existing Accounts 0 #DIV/0!0 #DIV/0!0 0.0%
Replacement Transponders 0 #DIV/0!0 #DIV/0!0 50.0%
Total Issued 0 0 0
Returned
Account Closures 2 40.0%4 0.4%5 0.6%
Accounts Downsizing 3 60.0%1,067 99.6%543 72.6%
Defective Transponders 200 26.8%
Total Returned 5 1,071 748
FY 2021-22T21 TRANSPONDER DISTRIBUTION March-22 February-22
Average To-Date
21
At the end of March 2022, the 91 EL had 161,020 active customer accounts and 630,139
transponders classified as assigned.
Number of Accounts by FY
As of March 31, 2022
Tags % of Total Tags % of Total
Issued
To New Accounts 130 8.2%1,517 25.0%5,667 62.4%
Additional Tags to Existing Accounts 1,447 91.8%4,547 74.9%3,404 37.5%
Replacement Transponders 0 0.0%3 0.0%9 0.1%
Total Issued 1,577 6,067 9,080
Returned
Account Closures
Accounts Downsizing
Defective Transponders
Total Returned
6C TRANSPONDER DISTRIBUTION March-22 February-22 FY 2021-22
Average To-Date
Orange County Transportation Authority
550 South Main Street / P.O. Box 14184 / Orange / California 92863-1584 / (714) 560-OCTA (6282)
June 3, 2022
To: State Route 91 Advisory Committee
From: Darrell E. Johnson, Chief Executive Officer, OCTA
Anne Mayer, Executive Director, RCTC
Subject: Draft 2022 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 Oran ge County and
Interstate 15 in Riverside County. The plan includes a listing of proposed
improvements, preliminary cost estimates, and potential implementation
timeframes. The Draft 2022 State Route 91 Implementation Plan is provided for
information purposes.
Recommendation
Receive and file as an information item.
Background
SB 1316 (Chapter 714, Statutes of 2008) requires the Orange County
Transportation Authority (OCTA) and the Riverside County Transportation
Commission (RCTC) to annually prepare a plan for potential improvements along
the State Route 91 (SR-91) corridor between State Route 57 (SR-57) in
Orange County and Interstate 15 (I-15) in Riverside County. The Draft 2022 SR-91
Implementation Plan (Plan) serves as an outlook 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 C alifornia
Department of Transportation (Caltrans), the Transportation Corridor
Agencies (TCA), and the cities of Anaheim, Corona, Orange, and Yorba Linda.
Draft 2022 State Route 91 Implementation Plan Page 2
Discussion
Since 2003, substantial progress has been made in improving the SR-91 corridor.
Nearly $2 billion has been invested with the completion of nine projects, including
the addition of 68.7 lane miles and multimodal services and projects throughout the
SR-91 corridor. Average daily traffic throughput has also increased by 15 percent.
This indicates that improvements within the corridor have helped to alleviate the
effects of population growth and employment between Orange and Riverside
counties as well as reduce the spillover of highway traffic onto parallel local roads.
Completed projects from the Plan include:
Green River Road Overcrossing Improvement Project;
North Main Street Corona Metrolink Parking Structure Project;
Eastbound lane addition from State Route 241 (SR-241) to
State Route 71 (SR-71);
Lane addition in both directions between State Route 55 (SR-55) and
SR-241;
Westbound lane addition at Tustin Avenue;
Metrolink service improvements;
SR-91 Corridor Improvement Project initial phase to add general purpose
and express lanes and modernize local interchanges;
Express Bus Service;
La Sierra Metrolink parking improvements; and
SR-91 Corridor Operations Project.
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 for transit and highway improvements within 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 to the SR-91 corridor.
Additionally, projects on the corridor should be coordinated to minimize
construction impacts to commuters and the surrounding communities. As projects
progress through development, operational analysis by OCTA and RCTC will be
Draft 2022 State Route 91 Implementation Plan Page 3
prepared before implementation to ensure that the projects meet the OCTA and
RCTC goals for the SR-91 corridor.
In October 2019, a consensus was reached that set the stage for a series of
projects included in the Plan to be implemented sequentially to improve the SR -91
corridor. OCTA, RCTC, TCA, Caltrans District 8 District 12, as well as Caltrans
Headquarters agreed to project sequencing to enable the streamlining of the
SR-241/SR-91 Tolled Express Connector Project, while minimizing impacts to the
SR-91 corridor. The agencies reached consensus on a program of projects and
sequencing as follows:
1. 15/91 Express Lanes Connector
2. SR-91 Corridor Operations Project
3. SR-71/SR-91 interchange improvements*
4. SR-241/SR-91 Tolled Express Lanes Connector
*Note: SR-241/SR-91 Tolled Express Connector is not dependent upon completing
SR-71/SR-91 interchange improvements.
Coordination efforts for the 2022 Plan resulted in minor updates to project status,
costs, and schedules. Projects included in the Plan are organized as follows:
Orange County projects, Riverside County projects, and bi-county projects as
shown below.
Orange County projects include three improvements at a total cost of
approximately $530 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
$399 million:
o 15/91 Express Lanes Connector;
o SR-71/SR-91 interchange; and
o Improvements east of I-15.
Bi-county projects, which benefit both Orange and Riverside counties, total
over $380 million and include:
o SR-241/SR-91 Tolled Express Connector; and
o Sixth lane addition from SR-241 to SR-71.
Due to the lingering effects of the coronavirus (COVID-19) pandemic, the 2021
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 pre-COVID-19 traffic conditions are being utilized
Draft 2022 State Route 91 Implementation Plan Page 4
for the existing conditions and baseline for the forecasted future traffic conditions
in the 2022 Plan and further described in Attachment A.
OCTA and RCTC will continue monitoring the SR-91 traffic pattern changes
throughout 2022. If traffic conditions are showing a trend of normalization, then the
traffic analysis will be updated for the 2023 Plan.
The Plan also includes a listing of potential future improvements that are highly
conceptual in nature (Appendix A of the Plan). Some of the co ncepts are derived
from the Riverside-Orange County Major Investment Study (MIS), for example;
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; (MIS Corridor B)
Connector improvements at the SR-91/SR-55 interchange;
Appendix A includes the full list of concepts. The projected cost of the conceptual
improvements exceeds $14 billion, which is based on preliminary cost estimates
dating as far back as 2005. The implementation of the concepts would require a
significant amount of planning, design, external funding, technological
advancements, 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.
Although some tunneling projects have been completed in California with similar
lane configurations as the ICE concept, without significant state and federal policy
and funding support, this project will be a challenge to complete. In addition, land
uses adjacent to the proposed eastern terminus complicate the viability of the
conceptual ICE alignment with ongoing commercial and residential developments
occupying formerly open space.
Draft 2022 State Route 91 Implementation Plan Page 5
Summary
OCTA and RCTC have completed the 2022 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. OCTA and RCTC will continue monitoring the SR-91 traffic pattern
changes throughout the year of 2022.
Attachment
A. Draft State Route 91 Implementation Plan 2022
Prepared by:
D R A F T
I m p l e m e n t a t i o n P l a n 2 0 2 2
S tat e R o u t e 9 1
ATTACHMENT A
STATE ROUTE SR IMPLEMENTATION PLAN
KEEPING MOTORISTS MOVING ON THE SR CORRIDOR
Every year since 2003, OCTA, RCTC, and stakeholders have worked
collaboratively to review a program of projects along the SR-91 corridor.
• Provides seamless connectivity between Orange and Riverside Counties
• Increases travel options
• Optimizes vehicle throughput
• Reinvests net 91 Express Lanes revenues on the SR-91 corridor to
improve regional mobility
• Investments to date: $1.9 billion
Orange County
Riverside
County
COM
P
L
E
T
E
D
E
F
F
O
R
T
S
COST
(MILLIONS)PROJECT COMPLETION
Eastbound Lane Addition (SR-241 to SR-71)
Fifth Lane Addition (SR-55 to SR-241)
Westbound Lane at Tustin Avenue
Green River Road Overcrossing
North Main Street Corona Metrolink Parking Structure
91 Corridor Improvement Project (Initial Phase)
La Sierra Metrolink Parking Improvements
Metrolink Service Improvements
Express Bus Service
SR-91 Corridor Operations Project
$51.2
$85.2
$43.3
$24.3
$25
$1,407
$6.3
$249
$6
$38
2016
2019
2022
2010
2013
2016
2009
2009
2017
2019
Bi-County
BENEFITS
Orange County
ANT
I
C
I
P
A
T
E
D
PRO
J
E
C
T
S
COST
(MILLIONS)PROJECT CURRENT PHASE
SR-91 Improvements (SR-57 to SR-55)
Anaheim Canyon Metrolink Station Improvements
Placentia Metrolink Rail Station
15/91 Express Lanes Connector
SR-71/SR-91 Interchange Improvements
Improvements East of I-15
Final Design
Preliminary Engineering
$380
TBD
$460
$34.2
$34.8
$270
$129
TBD
Final Design
Final Design
Final Design
Construction
Final Design
Environmental
Bi-County
Riverside County
CON
C
E
P
T
S
LOCATION COST (MILLIONS)
Elevated 4-Lane Facility (MIS Corridor A) from SR-241 to I-15 (Post-2035) $2,720
Anaheim to Ontario International Airport Maglev High Speed Rail (Post-2035) $2,770 - $3,200
$8,855Irvine-Corona Expressway (ICE) 4-Lane Facility from SR-241/SR-133 to I-15/Cajalco Road (Post-2035)
WB SR-91 to SB SR-55 Connector Improvements (Post-2035) $75 - $150
EB SR-91 Fifth Lane Addition at SR-241 $31
Fairmont Boulevard Improvements $76.8
Sixth Lane Addition (SR-241 to SR-71)
SR-241/SR-91 Tolled Express Connector
2022 SR-91 IMPLEMENTATION PLAN i
Appendix C - REFERENCES 43
Appendix B - COMPLETED PROJECT EXHIBITS 32
Appendix A - Post-2035 and Conceptual Projects 25
Bi-County Projects 22
Riverside County Projects 18
Orange County Projects 14
Section 2: Implementation Plan 13
Section 1: 2022 Status Report and Update 1
Table of Contents i
Table of Contents
2022 SR-91 IMPLEMENTATION PLAN 1
SECTION 1: 2022 Status Report and Update
INTRODUCTION
Previous law authorized the California Department of
Transportation (Caltrans) to enter into franchise
agreements with private companies to construct and
operate four demonstration toll road projects in California.
This resulted in the development of the 91 Express Lanes
facility in Orange County. The four-lane, 10-mile toll road
runs along the median of State Route 91 (SR-91) in
northeast Orange County between the Orange/Riverside
County line and State Route 55 (SR-55). Since the 91
Express Lanes carried its first vehicle on December 27,
1995, the facility has saved users tens of millions of hours
of commuting time.
While the 91 Express Lanes facility has improved travel
time along the SR-91 corridor, provisions in the franchise
agreement between Caltrans and the private franchisee,
the California Private Transportation Company (CPTC),
prohibited Caltrans and county transportation agencies
from adding transportation capacity or operational
improvements to the SR-91 corridor through the year 2030
from Interstate 15 (I-15) in Riverside County to the
Orange/Los Angeles Counties border. Consequently, the
public agencies were barred from adding new lanes,
improving interchanges, and adding other improvements
to decrease congestion on the SR-91 freeway.
Recognizing the need to eliminate the non-compete
provision of the franchise agreement, Governor Gray
Davis signed Assembly Bill 1010 (Lou Correa) (AB 1010)
into law in September 2002, paving the way for much-
needed congestion relief for thousands of drivers who use
SR-91 to travel between Riverside and Orange Counties
each day. The bill allowed the Orange County
Transportation Authority (OCTA) to purchase the 91
Express Lanes franchise and eliminate the non-compete
clause that prohibited capacity-enhancing improvements
from being made to SR-91. Although the 91 Express
Lanes operate within a 10-mile stretch of Orange County,
between SR-55 and Orange/Riverside county lines the
franchise technically allowed operation of toll lanes into
Riverside County. The purchase agreement for the 91
Express Lanes was completed on January 3, 2003,
placing the road in public hands at a cost of $207.5
million. With the elimination of the non-compete
provision through AB 1010 and the subsequent 91
Express Lanes purchase by OCTA, Orange County and
Riverside County public officials and Caltrans Districts 8
and 12 have been coordinating improvement plans for SR-
91.
Senate Bill 1316 (Lou Correa) (SB 1316) was signed into
law in September 2008 as an update to the provisions of
AB 1010. SB 1316 authorizes OCTA to transfer its rights
and interests in the Riverside County portion of SR-91 toll
lanes by assigning them to the Riverside County
Transportation Commission (RCTC) and authorizes RCTC
to operate tolls for 50 years. In 2017, RCTC opened the
extension of the 91 Express Lanes to traffic into Riverside
County with completion of the initial phase of the SR-91
Corridor Improvement Project (see Appendix B). SB 1316
also requires OCTA and RCTC, in consultation with
Caltrans, to issue an annual SR-91 Implementation Plan
(Plan) for SR-91 improvements between State Route 57
(SR-57) and I-15. The Plans prior to adoption of SB 1316
included a westerly project limit of SR-55. The Plan
establishes a program of potential improvements to relieve
congestion and improve operations in the SR-91 corridor.
The 2022 Plan fulfills the requirement to provide the State
Legislature with an annual Implementation Plan for SR-91
improvements and builds on the 2021 Plan. The projects
included in the 2022 Plan have been infused with various
sources of local, state, and federal funding. The 2022 Plan
includes overviews, status summaries, and proposed
costs and schedules for projects to improve mobility on
SR-91. Also included are conceptual lane diagrams (as
appropriate), and discussions of key considerations that
need to be addressed in the planning and development of
each project. This Plan will provide OCTA, RCTC, and
Caltrans with a framework to implement SR-91 and other
related improvements. Future annual Plan updates will
continue to refine the scope, cost, and schedule of each
project included in this version of the Plan.
91 EXPRESS LANES TOLL POLICY
GOALS
With the completion of the State Route 91 Corridor
Improvement Project’s initial phase in spring 2017, there
2022 SR-91 IMPLEMENTATION PLAN 2
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 2022
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)
❖ 91 Corridor Operations Project (see Appendix B)
These projects provide enhanced freeway capacity and/or
improved mobility for one of the most congested segments
of SR-91.
The completed EB SR-91 lane addition project from
SR-241 to SR-71 (see Appendix B) has improved highway
operations. This project reduced travel time by
approximately 20 minutes during its opening year.
The Initial CIP project has provided significant benefits to
drivers on SR-91. This $1.4 billion investment project
included widening SR-91 by one GP lane in each direction
east of SR-71, adding collector-distributor (CD) roads and
direct south connectors at I-15/SR-91, extending the 91
Express Lanes to I-15, and providing system/local
interchange improvements. The new lanes and other
improvements provide time savings, offer choice and
reliability, boost safety, enhance access and job creation,
promote ridesharing, reduce pollution, and aid the
movement of goods along the region's roadways.
2022 SR-91 IMPLEMENTATION PLAN 3
The WB SR-91 Widening Project completed construction
in 2016 from State College Blvd to Interstate 5 (I-5). This
project added one WB general purpose lane and removed
the dedicated exit lane to State College Blvd from the SB
SR-57 to WB SR-91 Connector that contributed to
operational issues due to the short weaving distance.
While this project falls just to the west of the limits for the
Plan study area, it will have an influence on operations
within the Plan area.
In addition, there are two projects that impact future SR-91
widening projects. The first is the $2.8 billion U.S. Army
Corps of Engineers (Corps) Santa Ana River Mainstem
project that provides flood protection from the recently
improved Prado Dam (near SR-71) to the Pacific Ocean.
The project includes many features that have already
been completed, including improvements to Seven Oaks
Dam, 30 miles of levees and modifications to original
project features including raising the Prado Dam
embankment and installation of new, larger capacity outlet
works. In 2021, the Corps and Orange County Flood
Control District amended a cooperative agreement which
would allow the Corps to use federal funds under the
Bipartisan Budget Act to complete select features of the
project.
SR-91 project teams have coordinated with the Corps,
Orange County Flood Control District, Caltrans, and other
federal, regional, and local agencies to accommodate
planned SR-91 improvements adjacent to the Santa Ana
River.
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
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).
❖ 2021 Next 10 Delivery Plan approved by OCTA
Board, (December 2021).
❖ Project Report & Environmental Document for 15/91
Express Lanes Connector (June 2019)
❖ Project Report & Environmental Document for 91
Corridor Operations Project (April 2020)
❖ Project Report & Environmental Document for
SR-241/SR-91 Tolled Express Connector (April
2020).
SR-91 CORRIDOR CONDITIONS
Project Limits
The project study limits encompass the segment of SR-91
from west of the junction of SR-57 and SR-91 in the City
of Anaheim in Orange County, to east of the junction of
SR-91 and I-15 in the City of Corona in Riverside County.
The freeway segment is approximately 20.3 miles long
and includes 12.7 miles within Orange County and 7.6
miles within Riverside County.
Existing Traffic Conditions Summary
Similar to other parts of the state, traffic demand on
Orange County roadways, including the SR-91 corridor,
encountered significant variations due to the COVID-19
pandemic and the Stay-at-Home Order that was
implemented March 2020. Traffic demand started to
increase following the lifting of the Stay-at-Home Order on
June 15, 2021. Daily travel demand on the SR-91 corridor
increased by over 6% from February 2021 (before the
Stay-at-Home Order was lifted) to October 2021 (after the
Stay-at-Home Order was lifted). However, the October
2021 traffic demand on the SR-91 corridor was still lower
than the October 2019 demand by approximately 0.5%
(Figure 1). The peak period times as well as day-to-day
2022 SR-91 IMPLEMENTATION PLAN 4
variations of congestion patterns still show effects from the
pandemic when compared to 2019 conditions.
Figure 1
Due to the aftereffect of the COVID-19 pandemic, the
2021 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 2022 Plan.
Traffic conditions on the SR-91 corridor are expecting
continued changes due to uncertainties related to the
COVID-19 aftereffect. OCTA and RCTC will continue
monitoring the SR-91 traffic pattern changes throughout
the year of 2022. If traffic conditions are showing a trend
of normalization (reverting back to pre-pandemic
conditions), then the traffic analysis will be updated for the
2023 Plan.
A review of the 2019 traffic conditions in the corridor
indicates that the existing capacity of the facil ity 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 I-15.
The following is a summary of the deficiencies identified
along the SR-91 corridor:
❖ Heavy traffic volumes to/from I-15 converge with the
SR-91 and increase delay during the morning and
evening peak hours.
❖ SR-71 traffic demand as well as physical and
operational constraints for the EB SR-91 to NB SR-71
connector contribute to mainline and EB SR-91
corridor delays.
❖ Traffic entering the WB SR-91 from the Green River
Road and SR-71 on-ramps contribute to mainline
congestion during the AM peak period.
❖ High traffic volumes entering the freeway from
Gypsum Canyon Road, Santa Ana Canyon Road,
Green River Road, Weir Canyon Road, Imperial
Highway and Lakeview Avenue contribute to
congestion on the SR-91 mainline.
❖ One of the two lanes from the Eastern Transportation
Corridor (State Route 241) connector is dropped at
the merge to EB SR-91 causing additional congestion
on the EB SR-91 general purpose lanes.
❖ At the NB SR-55 interchange with EB SR-91, a lane
on SR-91 is dropped (as a dedicated exit) at
Lakeview Avenue and a second lane is dropped (as a
dedicated exit) at Imperial Highway creating a weave
condition.
❖ WB SR-91 drops two GP lanes and a 91 Express
Lane to SB SR-55, contributing to mainline
congestion. This drop also occurs on the left-hand
side of SR-91, creating a weaving condition.
❖ WB traffic entering SR-91 at Lakeview Avenue
traveling to SB SR-55 contributes to mainline
congestion by weaving across three lanes on SR-91.
The existing two-lane connector from WB SR-91 to
SB SR-55 traffic volume exceeds operational capacity
causing a queue on the SR-91 mainline.
2022 SR-91 IMPLEMENTATION PLAN 5
❖ 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 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:
❖ 15/91 Express Lanes Connector
❖ SR-91 Corridor Operations Project
❖ SR-71/SR-91 Interchange Improvements*
❖ SR-241/SR-91 Tolled Express Connector
*Note: SR-241/SR-91 Tolled Express Connector is not
dependent upon completion of SR-71/SR-91
Interchange Improvements
2022 SR-91 IMPLEMENTATION PLAN 6
PROJECT SUMMARY
The projects in this Plan are presented in the following
groups: Orange County Projects, Riverside County
Projects and Bi-County Projects. The stage of
development for each project, such as planning, final
design, construction, or procurement and implementation,
varies as noted in the project summaries. Table 1
summarizes the various planned projects, concept
projects, and completed projects. For details on each
project refer to Section 2 for planned projects and
Appendix B for selected complete projects:
❖ The Orange County projects have a total cost of
approximately $529 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 $399 million. The improvements include: a
15/91 Express Lanes Connector, the SR-71/SR-91
Interchange Improvements, and the SR-91
improvements east of I-15.
❖ The Bi-County projects benefit both Orange and
Riverside Counties. The total cost for the Bi-County
projects exceeds $380 million. The improvements
include: the SR-241/SR-91 Tolled Express Connector
and a Sixth Lane Addition (SR-241 to SR-71).
Traffic Analysis
For the 2022 Plan, the traffic analysis for major SR-91
capacity projects used the Caliper TransModeler software
model and traffic data calibrated to reflect existing traffic
patterns of 2019 as described in the prior section. This
traffic simulation model provides a better depiction of
actual travel delays experienced by motorists compared to
traditional travel demand models. The model can be used
to analyze freeway bottlenecks sometimes neglected in
traditional travel demand models. This approach is
especially important given high SR-91 traffic volumes and
the potential for relatively few vehicles to significantly slow
down traffic. For example, a minor freeway merging area
can cause many vehicles to slow, cascading delay
through the traffic stream, and rapidly decreasing both
speed and volume for major segments of the freeway. The
metrics reported in the Plan include travel time
Table 1 – SR-91 Implementation Plan Projects
Project Cost ($M)
Orange County Projects
SR-91 Improvements between SR-57 and SR-55
Anaheim Canyon Metrolink Station Improvements
Placentia Metrolink Rail Station
460
34.2
34.8
SUBTOTAL 529
Riverside County Projects
15/91 Express Lanes Connector 270
SR-71/SR-91 Interchange Improvements 129
SR-91 Improvements East of I-15 TBD
SUBTOTAL 399+
Bi-County Projects
SR-241/SR-91 Tolled Express Connector
Sixth Lane Addition (SR-241 to SR-71)
380
TBD
SUBTOTAL 380+
Concept Projects Cost ($M)
Elevated 4-Lane Facility (MIS Corridor A) from SR-241 to I-15 2,720
Anaheim to Ontario International Airport Maglev High Speed Rail 2,770 –
3,200
Irvine-Corona Expressway (ICE) 4-Lane Facility from SR-241/SR-133
to I-15/Cajalco Road
8,855
Westbound SR-91 to Southbound SR-55 Improvements 75 – 150
Eastbound SR-91 Fifth Lane Addition at SR-241 31
Fairmont Boulevard Improvements 76.8
SUBTOTAL 14,527.8–
15,032.8
Completed Project Summary Since 2006 (Constructed Year) Cost ($M)
Green River Road Overcrossing Replacement (March 2009) 24.3
North Main Street Corona Metrolink Station Parking Structure (June
2009)
25
Eastbound Lane Addition from SR-241 to SR-71 (September 2010) 51.2
Widen SR-91 between SR-55 and SR-241 by Adding a 5th GP Lane in
Each Direction (January 2013)
85.2
SR-91 WB Lane at Tustin Avenue (April 2016) 43.2
Metrolink Service Improvements (June 2016) 249
Initial Phase CIP: Widen SR-91 by One GP Lane in Each Direction
East of Green River Rd, CD Roads and I-15/SR-91 Direct South
Connector, Extension of Express Lanes to I-15 and System/Local
Interchange Improvements (2017)
1,407
Express Bus Service (2019) 6
La Sierra Metrolink Parking Improvements (2019) 6.3
SR-91 Corridor Operations Project (2022) 38
SUBTOTAL 1,935.2
2022 SR-91 IMPLEMENTATION PLAN 7
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. In addition to the existing year 2019
analysis, two future years of 2030 and 2045 were
analyzed and include capacity enhancing projects that are
scheduled to be completed by the respective year. The
operations analysis quantified travel time savings for WB
morning and EB afternoon conditions for the following
major 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 Connector
Year 2045
❖ Projects completed in 2030
❖ SR-91 Improvements East of I-15
❖ SR-91 Sixth 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 26 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 I-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 Lane Addition project, the congestion at the
county line will be reduced. More vehicles traveling
downstream will slightly increase congestion in Riverside
County near I-15.
Express Lanes in the eastbound direction operate
satisfactorily in all the analysis years.
2022 SR-91 IMPLEMENTATION PLAN 8
Figures 1-1 and 1-2 below summarize the westbound
corridor vehicle hours of delay and systemwide served
vehicles, respectively. Figures 1-3 and 1-4 below
summarize the eastbound corridor vehicle hours of delay
and systemwide served vehicles, respectively.
Figure 1-1 – Westbound SR-91 from I-15 to SR-57 A.M. Peak Period Corridor Vehicle Hours of Delay
2022 SR-91 IMPLEMENTATION PLAN 9
Figure 1-2 – Westbound SR-91 from I-15 to SR-57 A.M. Peak Period Systemwide Served Vehicles
Figure 1-3 – Eastbound SR-91 from SR-57 to I-15 P.M. Peak Period Corridor Vehicle Hours of Delay
2022 SR-91 IMPLEMENTATION PLAN 10
Figure 1-4 – Eastbound SR-91 from SR-57 to I-15 P.M. Peak Period Systemwide Served Vehicles
2022 SR-91 IMPLEMENTATION PLAN 11
CONCEPT PROJECT SUMMARY
Many of the highway concept projects identified in this
2022 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, and
geotechnical conditions.
❖ Corridor concepts (full tunnel and partial
tunnel/partial surface road).
❖ Tunnel configuration.
❖ Tunnel excavation and support methods.
❖ Tunnel systems (e.g., ventilation, emergency fire
system, operation building, toll system, etc.).
❖ Construction considerations.
❖ Construction, Operation & Maintenance (O&M)
costs.
Per the direction of the Riverside-Orange Corridor
Authority Board (ROCA) in 2010, staff has reevaluated the
concept annually, as part of the preparation of this Plan, to
determine if construction costs and tunneling technology
have changed and become less prohibitive.
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 electric
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 and is expected to take 48 months to
complete.
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 tunnel
boring machines (TBM). 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.
2022 SR-91 IMPLEMENTATION PLAN 12
Reducing the bore diameter and proposed cross section
of the ICE corridor concept may be a way to reduce the
cost of the project. More investigation is required to
determine how the cross-section and bore size could be
reduced for the ICE concept. 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.
Even if reducing the cross-section and bore diameter may
not be feasible, new developments in the form of
autonomous boring machines may be able to reduce
project time and cost. A tunnel project in Malaysia has
utilized an autonomous TBM setup, and a tunnel in
Sydney Australia is expected to deploy specially designed
autonomous TBMs by the end of next year. With their
consistency and precision, these TBMs may be four times
as fast as the projected speed of conventional TBMs for
the ICE. However, these cutting-edge machines have
limited technical maturity. While there is demonstrated use
for tunnels of diameters comparable to the ICE’s 26-foot
rail tunnel, no autonomous TBM has been developed that
could achieve the diameter proposed for the highway
tunnel.
A review of land uses adjacent to proposed ICE eastern
terminus near the Interstate 15/Cajalco Road junction
revealed much has changed since the concept was
developed in 2006. Significant development has occurred
and is proposed in the area which complicates the viability
of the eastern end of conceptual alignment of the ICE.
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.
2022 SR-91 IMPLEMENTATION PLAN 13
SECTION 2: Implementation Plan
OVERVIEW
The 2022 Plan describes projects, key considerations,
benefits, current status, schedule, and costs (in 2022
dollars, or as noted) for major projects and concepts. The
projects are grouped as follows: Orange County Projects,
Riverside County Projects and Bi-County Projects.
The intent of the Implementation Plan is to present a list of
projects and studies along the SR-91 corridor and
highlight coordination between OCTA, RCTC, and
Caltrans to improve the corridor.
As part of the project development process, detailed
operational analysis will need to be conducted to evaluate
operational issues associated with each project. The
project development phases are discussed in the status
updates and are defined as follows:
❖ Conceptual Engineering = Pre-Project Study
Report (Pre-PSR) – Conceptual planning and
engineering for project scoping and feasibility prior to
initiating the PSR phase.
❖ Preliminary Engineering = Project Study Report
(PSR) – Conceptual planning and engineering phase
that allows for programming of funds.
❖ Environmental = Project Approval/Environmental
Document (PA/ED) – The detailed concept design
that provides environmental clearance for the project
and programs for final design and right of way
acquisition. The duration for this phase is typically
2-3 years.
❖ Design = Plans, Specifications, and Estimates
(PS&E) – Provide detailed design to contractors for
construction bidding and implementation.
❖ Construction = The project has completed
construction and will provide congestion relief to
motorists.
Figure 2-1 – SR-91 Project Study Area from SR-57 to I-15
2022 SR-91 IMPLEMENTATION PLAN 14
Orange County Projects
The Orange County set of projects includes three improvements at a total cost of approximately $529 million (in 2022 dollars,
or as noted). The projects include: SR-91 improvements between SR-57 and SR-55, Anaheim Canyon Metrolink station
improvements, and new Placentia Metrolink rail station. Further details for each of the projects are included in the following
summaries.
Orange County Project Summary Cost ($M)
SR-91 Improvements between SR-57 and SR-55 460
Anaheim Canyon Metrolink Station Improvements 34.2
Placentia Metrolink Rail Station 34.8
SUBTOTAL 529
SR-91 Improvements between SR-57 and SR-55
2022 SR-91 IMPLEMENTATION PLAN 15
Project Description
The project proposes to add EB capacity between SR-55 and SR-57,
improve the SR-91/SR-57 and SR-91/SR-55 interchanges and local
interchanges. In the SR-91/SR-57 interchange area, improvements
identified in Project Approval/Environmental Document (PA/ED) phase
include extending an additional lane on WB SR-91 from the NB SR-57
to WB SR-91 connector through State College Boulevard and
terminating at the auxiliary lane to Raymond Avenue-East Street. At the
SR-91/SR-55 interchange area, a drop on-ramp from Lakeview Avenue
would be constructed between realigned WB SR-91 lanes for direct
access to SB SR-55, allowing for the exit to SB SR-55 to be moved
further east, separating WB SR-91 and SB SR-55 traffic west of the
Lakeview Avenue bridge. The 91 Express Lanes will not be impacted
by the project. In order to accommodate the improvements, the
Lakeview, Tustin, Kraemer/Glassell, and La Palma bridges are
proposed to be replaced. The improvements have been developed in
cooperation with local jurisdictions and affected communities.
Key Considerations
The proposed project improvements on WB and EB SR-91 may require
partial right-of-way acquisition and Temporary Construction Easements
(TCEs). In some areas, a non-standard geometric cross-section is
proposed to reduce the right-of-way impacts.
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 2028 and the total project
cost is estimated to be approximately $460,000,000.
Anaheim Canyon Metrolink Station Improvements
2022 SR-91 IMPLEMENTATION PLAN 16
Project Description
The Anaheim Canyon Metrolink Station Improvement Project will
include the addition of approximately 3,400 linear feet of secondary
track; a second platform; extending the existing platform; improvements
at two at-grade railroad crossings located at Tustin and La Palma; as
well as new shade structures, benches, and ticket vending machines.
These project improvements will accommodate planned future train
service and will enhance on time service and safety.
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 November 2022. The total project cost is estimated to be
$34.2 million.
Placentia Metrolink Rail Station
2022 SR-91 IMPLEMENTATION PLAN 17
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. Project is currently
on hold.
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.
2022 SR-91 IMPLEMENTATION PLAN 18
Riverside County Projects
The Riverside County set of projects includes three improvements: a 15/91 Express Lanes Connector, the SR-71/SR-91
Interchange Improvements, and SR-91 Improvements east of I-15. Projects for implementation in Riverside County are
anticipated to cost in excess of $399 million (in 2022 dollars, or as noted).
Riverside County Project Summary Cost ($M)
15/91 Express Lanes Connector 270
SR-71/SR-91 Interchange Improvements 129
SR-91 Improvements East of I-15 TBD
SUBTOTAL 399+
15/91 Express Lanes Connector
2022 SR-91 IMPLEMENTATION PLAN 19
Project Description
The Project Approval and Environmental Document (PA/ED) for the
SR-91 Corridor Improvement Project (CIP), from SR-241 to Pierce
Street, included the addition of a 5th lane in each direction, the addition
of auxiliary lanes at various locations, the addition of collector-
distributor lanes at the I-15/SR-91 interchange, the extension of the 91
Express Lanes from the Orange County line to I-15, the construction of
a SR-91 Express Lanes median direct connector to and from I-15
South, a SR-91 Express Lanes median direct connector to and from I-
15 North (15/91 Express Lanes Connector, the subject project), and the
construction of one Express Lane in each direction from the I -15/SR-91
interchange southerly to I-15/Cajalco Road (now part of RCTC I-15
Express Lanes Project), and easterly to east of McKinley Street. Due to
funding constraints, a Project Phasing Plan was developed to allow an
Initial Phase, with reduced improvements, to move forward as
scheduled, with the remaining ultimate improvements to be completed
later. 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 and the SR-241/SR-91
Tolled Express Connector.
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 I-15 Express Lanes. Traffic
operations will improve by eliminating weaving conflicts and out-of-
direction travel along SR-91 and I-15 by the use of the direct
connectors. The project will provide motorists a choice to use the 15/91
Express Lanes Connector for a fee in exchange for time savings.
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 and the project is currently
under construction.
Schedule and Cost
Construction is planned to be completed in 2023. The total project cost
is estimated to be $270,000,000.
SR-71/SR-91 Interchange Improvements
2022 SR-91 IMPLEMENTATION PLAN 20
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 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 operati ons
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 2025. Construction cost is
estimated to be $129,000,000.
Improvements East of I-15
2022 SR-91 IMPLEMENTATION PLAN 21
Project Description
The Project Approval and Environmental Document (PA/ED)
for the SR-91 Corridor Improvement Project (CIP), from SR-
241 to Pierce Street, included the addition of a 5th lane in each
direction, the addition of auxiliary lanes at various locations,
the addition of collector-distributor lanes at the I-15/SR-91
interchange, the extension of the 91 Express Lanes from the
Orange County line to I-15, the construction of a SR-91
Express Lanes median direct connector to and from I-15
South, a SR-91 Express Lanes median direct connector to and
from I-15 North, and the construction of one Express Lane in
each direction from the I-15/SR-91 interchange southerly to I-
15/Cajalco Road (now part of RCTC I-15 Express Lanes
Project), and easterly to east of McKinley Street. Due to
funding constraints, a Project Phasing Plan was developed to
allow an Initial Phase, with reduced improvements, to move
forward as scheduled, with the remaining ultimate
improvements to be completed later. The SR-91 improvements
east of I-15, which includes extending an Express Lane east of
McKinley Street and adding a general purpose lane to Pierce
Street in each direction (the subject project), is a component of
the SR-91 CIP that was not constructed with the Initial Phase.
Key Considerations
Coordination among many of the SR-91 freeway projects that
overlap the project limits is critical to successfully delivering
these projects on schedule and within budget. Designing to
accommodate future projects is a recurring theme for each of
these projects. Minimizing conflicts in scope between projects
requires direct coordination between each project team.
Additionally, future projects frequently have multiple alternatives
under study, each with differing scope and construction
footprints. Specifically, the project improvements need to
continue to be coordinated with the SR-71/SR-91 interchange,
the SR-241/SR-91 Tolled Express Connector, and 15/91
Express Lanes Connector.
Benefits
The SR-91 Improvements east of I-15 will reduce congestion
and delays by providing additional SR-91 capacity from I-15 to
Pierce Street.
Current Status
Preliminary engineering is complete but may need to be
revisited at a future date. The SR-91 Improvements east of I-
15 is currently discussed in the SR-91 CIP environmental
document for the SR-91 that was completed in 2012.
Schedule and Cost
Anticipated project completion and cost are to be determined.
2022 SR-91 IMPLEMENTATION PLAN 22
Bi-County Projects
There are three Bi-County improvement projects that will benefit both Orange and Riverside Counties. These projects include:
the SR-241/SR-91 Tolled Express Connector and a Sixth Lane Addition (SR-241 to SR-71). The total cost for the projects is
expected to be more than $380 million (in 2022 dollars, or as noted).
Riverside County Project Summary Cost ($M)
SR-241/SR-91 Tolled Express Connector 380
Sixth Lane Addition (SR-241 to SR-71) TBD
SUBTOTAL 380+
SR-241/SR-91 Tolled Express Connector
2022 SR-91 IMPLEMENTATION PLAN 23
Project Description
The SR-241/SR-91 Tolled Express Connector will consist of a
direct connector between the 241 Toll Road and 91 Express
Lanes, carrying northbound 241 Toll Road traffic to the
eastbound 91 Express Lanes and westbound 91 Express
Lanes traffic to the southbound 241 Toll Road.
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 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 36 months beginning in 2023 with project
opening in 2026. The total cost of the p roject will be
approximately $380,000,000.
Sixth Lane Addition (SR-241 to SR-71)
2022 SR-91 IMPLEMENTATION PLAN 24
Project Description
The Project Approval and Environmental Document (PA/ED)
for the SR-91 Corridor Improvement Project (CIP), from SR-
241 to Pierce Street, included the addition of a 5th lane in each
direction, the addition of auxiliary lanes at various locations,
the addition of collector-distributor lanes at the I-15/SR-91
interchange, the extension of the 91 Express Lanes from the
Orange County line to I-15, the construction of a SR-91
Express Lanes median direct connector to and from I-15
South, a SR-91 Express Lanes median direct connector to and
from I-15 North, and the construction of one Express Lane in
each direction from the I-15/SR-91 interchange southerly to I-
15/Cajalco Road (now part of RCTC I-15 Express Lanes
Project), and easterly to east of McKinley Street. Due to
funding constraints, a Project Phasing Plan was developed to
allow an Initial Phase, with reduced improvements, to move
forward as scheduled, with the remaining ultimate
improvements to be completed later. The SR-91 sixth 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 SR-71/SR-91
interchange and the SR-241/SR-91 Tolled Express Connector.
Benefits
The Sixth Lane Addition will reduce congestion and delays by
providing additional SR-91 capacity from SR-241 to SR-71.
Current Status
The Sixth Lane Addition is discussed in the SR-91 CIP
environmental document that was completed in 2012. An
alternatives analysis to evaluate potential improvement options
in the eastbound direction was initiated in 2020 and completed
in 2022.
Schedule and Cost
Anticipated project completion and cost are to be determined.
2022 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 I-15; the
Anaheim to Ontario International Airport Maglev High Speed Rail; the Irvine-Corona Expressway (ICE) 4-lane facility from
SR-241/SR-133 to I-15/Cajalco Road (formerly known as MIS Corridor B), Westbound SR-91 to Southbound SR-55
Connector Improvements, 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 I-15 2,720
Anaheim to Ontario International Airport Maglev High Speed Rail 2,770-3,200
Irvine-Corona Expressway (ICE) 4-Lane Facility from SR-241/SR-133 to I-15/Cajalco Road 8,855
Westbound SR-91 to Southbound SR-55 Connector Improvements 75-150
Eastbound SR-91 Fifth Lane Addition at SR-241 31
Fairmont Boulevard Improvements 76.8
SUBTOTAL 14,527.8 – 15,032.8
Elevated 4-Lane Facility from SR-241 to I-15 (MIS Corridor A)
2022 SR-91 IMPLEMENTATION PLAN 26
Concept Description
The improvements primarily consist of constructing a new 4-lane
elevated expressway near or within the Santa Ana Canyon with
freeway-to-freeway connectors at SR-241 and I-15. The facility
may include managed lanes and potential reversible operations.
Key Considerations
Choice of alignment will be key to determining net capacity
increase. Extensive right-of-way (R/W) will be required to
implement the improvements if the alignment is not in the SR-91
corridor. When median connector projects or HOV/HOT 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 I-15, this project
concept may affect traffic distribution due to “parallel” tolled
facilities.
Benefits
The concept would provide significant congestion relief by
allowing vehicles to bypass the at-grade freeway lanes and local
arterial interchanges between SR-241 and I-15. Connections are
proposed directly between SR-91, SR-241, and I-15.
Current Status
This concept is identified in the Riverside County - Orange
County Major Investment Study (MIS) as part of the Locally
Preferred Strategy to improve mobility between Riverside County
and Orange County. No project development work is planned at
this time.
Schedule and Cost
Anticipated project completion is post-2035 and construction cost
is estimated to be $2,720,000,000 (2005 dollars).
Anaheim to Ontario International Airport Maglev High Speed Rail
2022 SR-91 IMPLEMENTATION PLAN 27
Concept Description
Proposals for a new super-speed train corridor from Anaheim to
Ontario are included in this concept. This concept includes an
alternative that would use SR-91 right-of-way or would be aligned
adjacent to SR-91 right-of-way or could potentially be co-located
with the Major Investment Study (MIS) Corridor A alignment.
Another alignment opportunity is being investigated along SR-57.
Key Considerations
Alternative alignment impacts to SR-91 right-of-way envelope
and/or Santa Ana River are undetermined. The choice of
alignment will potentially impact MIS Corridor A. Right-of-way
(R/W) will be required to implement the improvements. Potential
considerations for co-locating the Magnetic Levitation (Maglev)
train adjacent to Corridor A (and also SR-91) include providing a
two-column structure with a barrier between the trains and
vehicles. Caltrans and Maglev highway R/W, maintenance,
safety, and operations considerations would need to be analyzed
if shared use with a Maglev facility were pursued. See the MIS
Corridor A project for additional considerations. Coordination with
Metrolink improvements will be required.
Benefits
The concept would provide congestion relief by providing a direct
high-speed/high-capacity connection with Ontario International
Airport for Orange County air passengers and business next-day
deliveries. Maglev will make the trip in just 14.5 minutes. Relieves
congestion on SR-91 by providing additional capacity in the
corridor.
Current Status
Since 2012, no progress on this project has occurred. Preliminary
design, engineering and Phases 1 and 2 of a Preliminary
Environmental Impact Statement/Environmental Impact
Statement (PEIS/EIS) are completed. Congress approved $45M
in SAFETEA-LU for the environmental phase of the project.
Construction funding of up to $7 billion was identified through a
loan commitment from the China Export-Import Bank.
Schedule and Cost
Anticipated project completion is to be determined and
construction cost is estimated to be from $2,770,000,000 to
$3,200,000,000 (2012 dollars).
Irvine-Corona Expressway (ICE) from SR-241/SR-133 to I-15
2022 SR-91 IMPLEMENTATION PLAN 28
Concept Description
The improvements primarily consist of constructing a highway
and rail facility through the Cleveland National Forest with
freeway-to-freeway connectors at SR-241/SR-133 and I-
15/Cajalco Road. The facility would essentially be a continuation
of SR-133 on the west end of the corridor, to I-15 on the east
end.
Key Considerations
The tunnel concept is technically feasible based on the
geotechnical investigation completed in December 2009. The
initial project phase would be the 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.
Land use changes and development have occurred in locations
where this concept was conceptualized in 2006 which complicate
the viability of original concept alignment. With further analysis,
these changes would not exclude future potential alignment(s)
connecting I-15 and SR-241/SR-133 via tunneling through the
Cleveland National Forest. Land use patterns in the vicinity of this
concept will be evaluated as part of this Plan’s annual updates.
Benefits
The concept would provide significant congestion relief by
providing an alternative route between Orange and Riverside
counties and would allow vehicles to bypass SR-91 between SR-
241 and I-15. The concept would not disrupt SR-91 traffic during
construction and would allow for additional route selection for
incident management, emergency evacuation, and for continuity
of the highway network by linking SR-133 to I-15.
Current Status
On August 27, 2010, the Riverside Orange Corridor Authority
Board took action to defer additional study of the ICE concept
until such time as financial considerations improve and/or
technological advancements warrant reexamination. Review of
the concept shall be done annually through the SR-91
Implementation Plan update to determine if any of the major
assumptions about financial considerations, private sector
interest, or technological advancements have changed to make
the tunnel financially viable. (See “ICE status summary” for
further discussion).
Schedule and Cost
Anticipated project completion is post-2035 and construction cost
is estimated to be $8,855,000,000 (2009 dollars).
Westbound SR-91 to Southbound SR-55 Connector Improvements
2022 SR-91 IMPLEMENTATION PLAN 29
Concept Description
The project consists of operational improvements by modifying
the connector to SB SR-55 from WB SR-91. The improvements
would extend to Lakeview Avenue to the east and would include
a new connector from WB SR-91 to SB SR-55 as a potential
right-hand exit.
Key Considerations
Right-of-way impacts, detailed SR-55/SR-91 interchange
improvements, and downstream impacts to SR-55 require further
evaluation in a subsequent phase of project development.
Conceptual design of SR-55/SR-91 would be coordinated with
completed improvements at SR-91 and Tustin Avenue, and with
the SR-91 Environmental Study Improvements from SR-57 to
SR-55. This study is currently being conducted.
Operational enhancements between SR-55 and Lakeview
Avenue will provide some benefit for SR-55/SR-91 by addressing
WB SR-91 weaving issues. In addition, the proposed WB drop-
ramp from Lakeview AV has been designed to accommodate
three WB through lanes on either side in order to reduce
throwaway costs in the future should the SR-91 be shifted to
accommodate a right-hand exit for SB SR-55.
Benefits
Interchange improvements are anticipated to provide congestion
relief for WB SR-91 traffic and potentially improve the connection
from WB SR-91 to SB SR-55.
Current Status
SR-55/SR-91 project information was derived from the Final
Alternatives Evaluation and Refinement Report, December 2005,
by the Riverside County - Orange County Major Investment Study
(MIS). Focused SR-91/SR-55 conceptual engineering needs to
be scheduled. However, initial conceptual engineering was also
studied as part of the SR-91 Feasibility Study Between State
Route 57 and State Route 55 Interchange Areas in June 2009,
and as part of the SR-91 Environmental Study Improvements
from SR-57 to SR-55.
Schedule and Cost
Anticipated project completion is post-2035 and construction cost
is estimated to be from $75,000,000 to $150,000,000 (2014
dollars).
Eastbound Fifth Lane Addition at SR-241
2022 SR-91 IMPLEMENTATION PLAN 30
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.
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.
Fairmont Boulevard Improvements
2022 SR-91 IMPLEMENTATION PLAN 31
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.
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.
2022 SR-91 IMPLEMENTATION PLAN 32
Appendix B - COMPLETED PROJECT EXHIBITS
The following exhibits represent completed projects from previous Plans since 2006 and are intended to be used as a
reference to illustrate the progress made since the inception of the Plan. Note: some projects listed in the Plan as completed
(see Section 1, Project Accomplishments) are not included herein since there was no exhibit created or necessary for use with
prior Plans (such as for restriping projects, various safety enhancements, minor operational improvements, etc.).
Project Improvements Constructed
Green River Road Overcrossing Replacement March 2009
North Main Street Corona Metrolink Station Parking Structure June 2009
Eastbound Lane Addition from SR-241 to SR-71 September 2010
Widen SR-91 between SR-55 and SR-241 by Adding a 5th GP Lane in Each Direction December 2012
SR-91 WB Lane at Tustin Avenue April 2016
Metrolink Service Improvements June 2016
Initial Phase CIP: Widen SR-91 by One GP Lane in Each Direction East of Green River Rd, CD Roads
and I-15/SR-91 Direct South Connector, Extension of Express Lanes to I-15 and System/Local
Interchange Improvements
July 2017
Express Bus Service 2019
La Sierra Metrolink Parking Improvements February 2019
SR-91 Corridor Operations Project February 2022
2022 SR-91 IMPLEMENTATION PLAN 33
2022 SR-91 IMPLEMENTATION PLAN 34
2022 SR-91 IMPLEMENTATION PLAN 35
2022 SR-91 IMPLEMENTATION PLAN 36
2022 SR-91 IMPLEMENTATION PLAN 37
2022 SR-91 IMPLEMENTATION PLAN 38
202119 SR-91 IMPLEMENTATION PLAN 39
Express Bus Service Improvements
2022 SR-91 IMPLEMENTATION PLAN 40
Project Description
Orange County Transportation Authority (OCTA), working with
the Riverside County Transportation Commission (RCTC) and
the Riverside Transit Agency (RTA), operate Express Bus
service between Riverside and Orange counties. Commuters
lack direct transit connections to some Orange County
employment centers not served by Metrolink. The Express Bus
service provides this connection.
Existing Service
OCTA has operated Route 794 since 2006 from Riverside
County to Hutton Centre and South Coast Metro (shown in
orange above). On Route 794, OCTA removed trips to Corona
in February 2018 based on low ridership. OCTA currently
operates six morning westbound trips and five afternoon
eastbound trips to/from the La Sierra Metrolink Station. Two
new Express Bus routes were implemented by RTA in January
2018 between Riverside County and Orange County including
RTA Route 200 (shown in blue above) from San
Bernardino/Riverside to the Anaheim Resort. The route
provides hourly service on weekdays and 90-120 minute
service on weekends with a fleet of six buses. RTA Route 205
(shown in green above) from Lake Elsinore/Temecula/ Corona
to the Village at Orange includes three AM and three PM
roundtrips with 3 buses.
New Service
The Express Bus Routes have been fully 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.
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.CO
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2022 SR-91 IMPLEMENTATION PLAN 41
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SR-91 Corridor Operations Project
2022 SR-91 IMPLEMENTATION PLAN 42
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
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.
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2022 SR-91 IMPLEMENTATION PLAN 43
Appendix C - REFERENCES
The following documents and resources were used in the development of the 2022 Plan. Data was provided by OCTA,
RCTC, Caltrans Districts 8 and 12, Transportation Corridor Agencies (TCA), other agencies, and online resources.
Measure M Next 10 Delivery Plan (Next 10 Plan), November 14, 2016
Riverside Transit Agency, Ten-Year Transit Network Plan, January 22, 2015
PSR-PDS on Route 91 Between SR-57 and SR-55, October 2014
PS&E for “Westbound State Route 91 Auxiliary Lane from the NB SR-55/WB SR-91 Connector to the Tustin Avenue
Interchange”, 2014
PS&E for Initial SR-91 CIP Project, 2014
California Transportation Commission, Corridor Mobility Improvement Account (CMIA), Amended December 2012
M2020 Plan (Measure M), September 2012
PSR-PDS for SR-241/SR-91 Tolled Express Connector, January 2012
Project Report and Environmental Document (EIR/EIS) for SR-91 CIP from SR-241 to Pierce Street Project, October 2012
PS&E “On State Route 91 Between the SR-91/SR-55 Interchange and the SR-91/SR-241 Interchange in Orange County”,
April 2011
Corridor System Management Plan (CSMP) Orange County SR-91 Corridor Final Report, August 2010
Project Study Report/Project Report “Right of Way Relinquishment on Westbound State Route 91 Between Weir Canyon
Road and Coal Canyon”, May 2010
SR-91/Fairmont Boulevard Feasibility Study, December 2009
Feasibility Evaluation Report for Irvine-Corona Expressway Tunnels, December 2009
Plans, Specifications and Estimates (PS&E) for Eastbound SR-91 lane addition from SR-241 to SR-71, May 2009
PSR “On State Route 91 Between the SR-91/SR-55 Interchange and the SR-91/SR-241 Interchange in Orange County”, April
2009
91 Express Lanes Extension and State Route 241 Connector Feasibility Study, March 2009
PSR/PR “On Gypsum Canyon Road Between the Gypsum Canyon Road/SR-91 Westbound Off-Ramp (PM 16.4) and the
Gypsum Canyon Road/SR-91 Eastbound Direct On-Ramp (PM 16.4)”, June 2008
Orange County Transportation Authority Renewed Measure M Transportation Investment Plan, November 2006
Riverside County-Orange County Major Investment Study (MIS) – Final Project Report: Locally Preferred Strategy Report,
January 2006
California – Nevada Interstate Maglev Project Report, Anaheim-Ontario Segment; California-Nevada Super Speed Train
Commission, American Magline Group, August 2003
Route Concept Reports for SR-91, Caltrans Districts 8 and 12
Various Preliminary Drawings and Cross Sections, Caltrans Districts 8 and 12
Draft 2022 State Route 91
Implementation Plan
SR-91 Implementation Plan
•Required by SB 1316 (Chapter 714, Statutes 2008)
•Updated annually to capture past, present, and future
projects along SR-91
o I-15 to SR-57
•Not financially constrained
•Bi-county collaborative effort
2
I-15 –Interstate 15
SR-57 –State Route 57
SR-91 –State Route 91
Culmination of Efforts
3
•Ten projectscompleted
•$1.9 billion invested
Culmination of Efforts (continued)
4
•68.7 lane miles added
•15percentincreasein throughput
Culmination of Efforts (continued)
5
Benefits of Coordinated Efforts
- Addresses population/traffic growth
- Provides seamless connectivity
between the counties
- Increases travel options
- Improves quality of life
Orange County Projects
6
•SR-91 improvements between SR-57 and SR-55
•Anaheim Canyon Metrolink Station improvements
•Placentia Metrolink Rail Station
SR-55 -State Route 55
Riverside County Projects
7
•15/91 Express Lanes Connector
•SR-71/SR-91 interchange
•Improvements east of I-15
SR-71 -State Route 71
Bi-County Projects
8
•SR-241/SR-91 Tolled Express Connector
•Sixth lane addition (SR-241 to SR-71)
SR-241 –State Route 241
Project Sequencing
o Allows for streamlining of the SR-241/SR-91 Tolled Express 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 Connector
*SR-241/SR-91 Tolled Express Connector is not dependent upon completion of
SR-71/SR-91 Interchange improvements
9
Recommendation/Next Steps
10
•Receive and file as an information item
•Continue project implementation efforts
•Continue seeking external funding
opportunities
91 EXPRESS LANES
UPDATE
SR-91 Advisory Committee Meeting
June 3, 2022
1
Recent Events
2
•Traffic volumes in both Orange and Riverside counties are
at historic highs
•Toll revenues have been increasing steadily
•Deployed a new back-office system / customer service
center operations
•Transitioned to a new contract on March 7, 2022
•New 91 Express Lanes website launched
OC Traffic Volume Comparison
3 -
200,000
400,000
600,000
800,000
1,000,000
1,200,000
1,400,000
1,600,000
1,800,000
2,000,000
May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr
Monthly Traffic Volumes
2018/19
2019/20
2020/21
2021/22
OC: Orange County
12-Month Ending April 2022 Traffic Volumes 19,708,044
----- Percent Change From 12-Month Ending April 2021 41.9%
----- Percent Change From 12-Month Ending April 2020 21.7%
----- Percent Change From 12-Month Ending April 2019 12.8%
RC Traffic Volume Comparison
4
-
200,000
400,000
600,000
800,000
1,000,000
1,200,000
1,400,000
1,600,000
May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr
Monthly Traffic Volumes
2018/19
2019/20
2020/21
2021/22
RC: Riverside County
12-Month Ending April 2022 Traffic Volumes 16,766,479
----- Percent Change From 12-Month Ending April 2021 42.3%
----- Percent Change From 12-Month Ending April 2020 18.8%
----- Percent Change From 12-Month Ending April 2019 10.7%
OC Traffic Volumes - Past 2 Years
5
-
50,000
100,000
150,000
200,000
250,000
300,000
350,000
400,000
450,000
Weekly Trips
Volumes Have Surpassed
Pre-COVID-19 Levels
-
50,000
100,000
150,000
200,000
250,000
300,000
350,000
400,000
Weekly Trips
RC Traffic Volumes - Past 2 Years
6
Volumes Have Surpassed
Pre-COVID-19 Levels
OC Toll Revenue Comparison
7 -
1,000,000
2,000,000
3,000,000
4,000,000
5,000,000
6,000,000
May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr
Monthly Toll Revenues
2018/19
2019/20
2020/21
2021/22
12-Month Ending April 2022 Toll Revenues 60,430,502$
----- Percent Change From 12-Month Ending April 2021 33.8%
----- Percent Change From 12-Month Ending April 2020 22.9%
----- Percent Change From 12-Month Ending April 2019 16.7%
$-
$1,000,000
$2,000,000
$3,000,000
$4,000,000
$5,000,000
$6,000,000
$7,000,000
May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr
Monthly Toll Revenues
2018/19
2019/20
2020/21
2021/22
RC Toll Revenue Comparison
8
12-Month Ending April 2022 Toll Revenues 61,281,298$
----- Percent Change From 12-Month Ending April 2021 54.7%
----- Percent Change From 12-Month Ending April 2020 3.0%
----- Percent Change From 12-Month Ending April 2019 9.1%
-
200,000
400,000
600,000
800,000
1,000,000
1,200,000
1,400,000
Weekly Revenues in $
OC Toll Revenues - Past 2 Years
9
Toll Revenues Have Surpassed
Pre-COVID-19 Levels
-
200,000
400,000
600,000
800,000
1,000,000
1,200,000
1,400,000
1,600,000
Weekly Revenues in $
RC Toll Revenues - Past 2 Years
10
Toll Revenues Are Growing and
Approaching Pre-COVID-19 Levels
14.1%
15.4%15.7%15.8%
17.3%
12.8%
8.8%
14.2%14.1%14.2%
15.0%
16.3%
15.4%
10.8%
6.0%
8.0%
10.0%
12.0%
14.0%
16.0%
18.0%
Mon Tue Wed Thu Fri Sat Sun
Percent of Weekly Travel
Feb 2019 Feb 2022
OC: Pre-COVID-19 Versus Post-2020/2021
11
Weekend Traffic Volumes
Have Increased
Significantly Since 2019
14.4%
15.4%15.7%15.9%
17.3%
12.6%
8.6%
14.1%13.8%14.0%
15.0%
16.1%15.7%
11.4%
6.0%
8.0%
10.0%
12.0%
14.0%
16.0%
18.0%
Mon Tue Wed Thu Fri Sat Sun
Percent of Weekly Travel
Feb 2019 Feb 2022
RC: Pre-COVID-19 Versus Post-2020/2021
12
Weekend Traffic Volumes
Have Increased
Significantly Since 2019
OC: Pre-COVID-19 Versus Post-2020/2021
13
Westbound –Average Weekday Eastbound –Average Weekday
Peak Period Travel Has Expanded Since 2019
Operational Update
14
•Back-office system / customer service center operations
deployed over first weekend in March 2022
•Team has been addressing issues as they arise
•Some Key Performance Measures have not been met since
the transition
•Staff seeking RCTC and OCTA Board approval on
Proposed Fiscal Year 2023 Budgets in June 2022
OCTA: Orange County Transportation Authority
RCTC: Riverside County Transportation Authority
Joint Agencies Performance Measures
15As of April 30, 2022
REQUIREMENT PERIOD PERFORMANCE
Customer Service
Service Level/Speed of Answer Monthly 80% answered within 60 seconds
50% answered
within 60 seconds
Abandon Percentage Monthly 4% <=9%
Customer Satisfaction Score Monthly 4.5 =>4.91
First Contact Resolution Monthly 85% of calls resolved on first contact 96%
Timeliness of Case Resolution - (a)Monthly 90% of cases resolved in 1 day 88%
Timeliness of Case Resolution - (b)Monthly 98% of cases resolved within 5 days 97%
Mail Performance
Processing of Returned Mail - (a)Monthly
Per business day in which 90% of returned mail
is processed within 3 business days 100%
Processing of Returned Mail - (b)Monthly
Per business day in which 100% of returned
mail is not processed within 10 business days 100%
Research and Resolve Unidentified
Payments Monthly
100% of all unidentified payments are
completely and accurately resolved within 5
business days 100%
Payment Processing Monthly
Per business day in which 100% of payments
are processed within 2 business days 98%
Accounting
Customer Refunds Processed Monthly
Per business day in which 100% of all refunds
are not completely and accurately issued within
5 business days 100%
Account and Transponder Base Growing
16
Looking Ahead
17
•Observe traffic levels and adjust toll rates accordingly
•Implement cost of living adjustments on July 1, 2022
•Monitor new back-office system issues
•Monitor legislative bills in Sacramento impacting tolling
operations
•Continue working on the development of the 15/91 North
Direct Connector
•Continue working with partner agencies on the design and
operations of the 241/91 Express Lanes Connector