HomeMy Public PortalAbout06 June 2, 2017 State Route 91 Advisory"
"
"
J e n n i f e r H a r m o n
( R C T C )
A G E N D A m
O C T A S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e M e e t i n g
C o m m i t t e e M e m b e r s
B e r w i n H a n n a , R C T C , C h a i r m a n
A l M u r r a y , O C T A , V i c e C h a i r m a n
K e v i n J e f f r i e s , R C T C
B o b M a g e e , R C T C
M a r k A . M u r p h y
S h a w n N e l s o n , O C T A
T i m S h a w , O C T A
K a r e n S p i e g e l , R C T C
T o m T a i t , O C T A
J o h n T a v a g l i o n e , R C T C
A d a m R u s h , R C T C , A l t e r n a t e
M i c h a e l H e n n e s s e y , O C T A , A l t e r n a t e
T o d d S p i t z e r , O C T A , A l t e r n a t e
R y a n C h a m b e r l a i n , C a l t r a n s D i s t . 1 2 , E x - O f f i c i o
J o h n B u l i n s k i , C a l t r a n s D i s t . 8 , E x - O f f i c i o
E d G r a h a m , S B C T A , E x - O f f i c i o
T e l e c o n f e r e n c e S i t e :
L a k e l a n d V i l l a g e C o m m u n i t y C e n t e r
1 6 2 7 5 G r a n d A v e n u e
B u i l d i n g D
L a k e E l s i n o r e , C A , 9 2 5 3 0
" �
C i t y o f C o r o n a - C i t y H a l l
4 0 0 S o u t h V i c e n t i a A v e n u e
C o u n c i l C h a m b e r s - F i r s t F l o o r
C o r o n a , C a l i f o r n i a
F r i d a y , J u n e 2 , 2 0 1 7 a t 9 : 0 0 a . m .
l o ) ~ � l g O \ Y l ~ ~ ~ J U N O 1 2 0 1 7 l ~ )
R I V E R S l D E C O L J . N l Y
T R A N S P O R T A T I O N C O M M I S S I O N
P a g e 1 o f 4
C O M M - S R 9 1 A C - 0 0 0 0 9
AGENDA m
OCTA State Route 91 Advisory Committee Meeting
Any person with a disability who requires a modification or accommodation in order to
participate in this meeting should contact the OCTA Clerk of the Board, telephone
(714) 560-5676, no less than two (2) business days prior to this meeting to enable OCTA
to make reasonable arrangements to assure accessibility to this meeting.
Agenda descriptions are intended to give members of the public a general summary of
items of business to be transacted or discussed. The posting of the recommended
actions does not indicate what action will be taken. The Committee may take any action
which it deems to be appropriate on the agenda item and is not limited in any way by the
notice of the recommended action.
All documents relative to the items referenced in this agenda are available for public
inspection at www.octa.net or through the Clerk of the Board's office at the
OCTA Headquarters, 600 South Main Street, Orange, California.
Call to Order
Pledge of Allegiance
Member Jeffries
1. Public Comments
Special Calendar
2. Election of New State Route 91 Advisory Committee Chair
3. Election of New State Route 91 Advisory Committee Vice Chair
Consent Calendar (Items 4 and 5)
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.
4. Approval of Minutes
Approval of the minutes of State Route 91 Advisory Committee meeting of
December 2, 2016.
Page 2of4
•
•
•
"
"
"
m A G E N D A
S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e M e e t i n g O C T A
5 . J o i n t 9 1 E x p r e s s L a n e s M o n t h l y S t a t u s R e p o r t
K i r k A v i l a , G e n e r a l M a n a g e r , 9 1 E x p r e s s L a n e s , O r a n g e C o u n t y T r a n s p o r t a t i o n A u t h o r i t y
M i c h a e l B l o m q u i s t , T o l l P r o g r a m D i r e c t o r , R i v e r s i d e C o u n t y T r a n s p o r t a t i o n
C o m m i s s i o n
O v e r v i e w
T h e 9 1 E x p r e s s L a n e s s t a t u s r e p o r t f o r t h e m o n t h o f A p r i l 2 0 1 7 h a s b e e n p r e p a r e d
f o r S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e r e v i e w . T h e r e p o r t h i g h l i g h t s o p e r a t i o n a l
a n d f i n a n c i a l a c t i v i t i e s f o r t h e b o t h t h e O r a n g e C o u n t y T r a n s p o r t a t i o n A u t h o r i t y a n d
R i v e r s i d e C o u n t y T r a n s p o r t a t i o n C o m m i s s i o n s e g m e n t s o f t h e 9 1 E x p r e s s L a n e s .
R e c o m m e n d a t i o n
R e c e i v e a n d f i l e t h e 9 1 E x p r e s s L a n e s M o n t h l y S t a t u s R e p o r t f o r t h e m o n t h o f
A p r i l 2 0 1 7 .
R e g u l a r C a l e n d a r
6 . 2 0 1 7 S t a t e R o u t e 9 1 I m p l e m e n t a t i o n P l a n
A l i s o n A r m y , S e n i o r T r a n s p o r t a t i o n A n a l y s t
O r a n g e C o u n t y T r a n s p o r t a t i o n A u t h o r i t y
O v e r v i e w
T h e O r a n g e C o u n t y T r a n s p o r t a t i o n A u t h o r i t y a n n u a l l y p r e p a r e s a l o n g - r a n g e p l a n
f o r i m p r o v e m e n t s a l o n g t h e S t a t e R o u t e 9 1 c o r r i d o r b e t w e e n S t a t e R o u t e 5 7 i n
O r a n g e C o u n t y a n d I n t e r s t a t e 1 5 i n R i v e r s i d e C o u n t y . T h e p l a n i n c l u d e s a l i s t i n g o f
p o t e n t i a l i m p r o v e m e n t s , p r e l i m i n a r y c o s t e s t i m a t e s , a n d p o t e n t i a l i m p l e m e n t a t i o n
t i m e f r a m e s . T h e s e i m p r o v e m e n t s a r e s p o n s o r e d b y v a r i o u s a g e n c i e s , i n c l u d i n g
t h e R i v e r s i d e C o u n t y T r a n s p o r t a t i o n C o m m i s s i o n a n d t h e C a l i f o r n i a D e p a r t m e n t
o f T r a n s p o r t a t i o n . T h e 2 0 1 7 S t a t e R o u t e 9 1 I m p l e m e n t a t i o n P l a n i n c l u d e s t h e
l a t e s t p r o j e c t i n f o r m a t i o n a n d s e r v e s a s r e f e r e n c e f o r f u t u r e p r o j e c t d e v e l o p m e n t
e f f o r t s .
R e c o m m e n d a t i o n
R e c e i v e a n d f i l e a s a n i n f o r m a t i o n i t e m .
P a g e 3 o f 4
AGENDA m
OCTA State Route 91 Advisory Committee Meeting
Discussion Items
7. 91 Express Lanes -Riverside Operations Report -First Seven Weeks
Jennifer Crosson, Toll Operations Manager
Riverside County Transportation Commission
Riverside County Transportation Commission staff will provide an update
on the operating results since March 20, 2017, for the 91 Express Lanes in
Riverside County.
8. General Manager's Report -Orange County Transportation Authority
9. General Manager's Report-Riverside County Transportation Commission
10. Committee Members' Reports
11. Closed Session
There are no Closed Session items scheduled.
12. Adjournment
The next regularly scheduled meeting of this Committee will be held at 9:00 a.m.
on Friday, September 8, 2017, at the Orange County Transportation Authority
Headquarters, 550 South Main Street, Board Room -Conference Room 07,
Orange, California.
Page 4of4
•
•
•
4 .
•
i -
•
"
"
"
m
O C T A R i v e r s i d e C o o n l y T n m s p o r t o t i o n C o m m i s s i o n
C o m m i t t e e M e m b e r s P r e s e n t
B e r w i n H a n n a , R C T C , C h a i r m a n
A l M u r r a y , O C T A , V i c e C h a i r m a n
B o b M a g e e , R C T C
K a r e n S p i e g e l , R C T C
T o m T a i t , O C T A
K e v i n J e f f r i e s , R C T C , A l t e r n a t e
( T e / e c o n f e r e n c e )
T i m S h a w , O C T A , A l t e r n a t e
J o h n B u l i n s k i , C a / t r a n s D i s t . 8 ,
E x - O f f i c i o
C o m m i t t e e M e m b e r s A b s e n t
B e n B e n o i t , R C T C
M i c h a e l H e n n e s s e y , O C T A
S h a w n N e l s o n , O C T A
J o h n T a v a g / i o n e , R C T C
J e f f r e y L a l l o w a y , O C T A , A l t e r n a t e
T o d d S p i t z e r , O C T A
E d G r a h a m , S A N B A G , E x - O f f i c i o
R y a n C h a m b e r l a i n , C a / t r a n s D i s t . 1 2 ,
E x - O f f i c i o
L i s a R a m s e y f o r R y a n C h a m b e r l a i n ,
C a / t r a n s D i s t r i c t 1 2 , E x - O f f i c i o
C a l l t o O r d e r
M I N U T E S
S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e M e e t i n g
S t a f f P r e s e n t
D a r r e l l J o h n s o n , O C T A , C h i e f E x e c u t i v e O f f i c e r
A n n e M a y e r , R C T C , E x e c u t i v e D i r e c t o r
K i r k A v i l a , O C T A , G e n e r a l M a n a g e r ,
9 1 E x p r e s s L a n e s
M i c h a e l B l o m q u i s t , R C T C , T o l l P r o g r a m D i r e c t o r
O l g a P r a d o , O C T A , A s s i s t a n t C l e r k o f t h e B o a r d
G i n a C l a r i d g e , O C T A , D e p u t y C l e r k o f t h e B o a r d
H a v i v a S h a n e , R C T C , L e g a l C o u n s e l
J a m e s D o n i c h , O C T A , G e n e r a l C o u n s e l
O C T A a n d R C T C S t a f f a n d M e m b e r s o f t h e
G e n e r a l P u b l i c
T h e D e c e m b e r 2 , 2 0 1 6 r e g u l a r m e e t i n g o f t h e S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e w a s
c a l l e d t o o r d e r b y C o m m i t t e e C h a i r m a n H a n n a a t 9 : 0 2 a . m .
P l e d g e o f A l l e g i a n c e
M e m b e r S p i e g e l l e d i n t h e P l e d g e o f A l l e g i a n c e .
1 . P u b l i c C o m m e n t s
N o p u b l i c c o m m e n t s w e r e r e c e i v e d .
D e c e m b e r 2 , 2 0 1 6 P a g e 1 o f 7
m
OCTA Riverside Cc
Special Calend;·
2. Proposed~;
A motion
by Member
present, to
calendar.
Consent Calenc·
MINUTES
~ , Route 91 Advisory Committee Meeting ------
Route 91 Advis• Committee Meeting Calendar for 2017
made by Con
;gel, and followin~~
')pt the 2017 St<
(Items 3 thrc'
:tee Vice Chairman Murray, seconded
oll call vote, declared passed 7-0, by those
Route 91 Advisory Committee meeting
3. Approval of iutes
Member SpiE
public prior tc
oulled this item to ·;uire on the policy of releasing minutes to the
· minutes being rele :~d to the Committee Members.
James Donic Orange County Tra· oortation Authority (OCTA) General Counsel,
•
responded t~, the release of the ... aft minutes to the public was pursuant to a •
California Put ·.: Records Act reques~.
Member Sp;•<Jel asked that in the future, the Board be notified when draft
minutes are · r.Aeased to the public.
A motion W3S made by Committee Vice Chairman Murray, seconded by
Member Tait, and following a roll call vote, declared passed 7-0, by those present,
to approve the minutes of the December 4, 2015 meeting.
4. Approval of Minutes
Member Spiegel pulled this item as part of Item 3 to inquire on the policy of releasing
minutes to the public prior to the minutes being released to the Committee Members.
Committee Vice Chairman Murray pulled this item to note a minor typo on Page 2 of
the minutes, Item 3 (duplicate wording), and requested the correction be made.
A motion was made by Committee Vice Chairman Murray, seconded by
Member Tait, and following a roll call vote, declared passed 7-0, by those present,
to approve the minutes of the March 4, 2016 meeting.
December 2, 2016 Page 2 of 7
•
"
"
"
m
O C T A R i v e r s i d e C o o n t y T r o n s p o r t o t i o n C o m m i s s i o n M I N U T E S
S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e M e e t i n g
5 . 9 1 E x p r e s s L a n e s M o n t h l y S t a t u s R e p o r t s
A m o t i o n w a s m a d e b y C o m m i t t e e V i c e C h a i r m a n M u r r a y , s e c o n d e d b y
M e m b e r T a i t , a n d f o l l o w i n g a r o l l c a l l v o t e , d e c l a r e d p a s s e d 7 - 0 , b y t h o s e p r e s e n t ,
t o r e c e i v e a n d f i l e t h e 9 1 E x p r e s s L a n e s M o n t h l y S t a t u s R e p o r t s f o r t h e m o n t h s
o f N o v e m b e r 2 0 1 5 t h r o u g h S e p t e m b e r 2 0 1 6 .
6 . F i s c a l Y e a r 2 0 1 5 - 1 6 9 1 E x p r e s s L a n e s A n n u a l F i n a n c i a l S t a t e m e n t s
A m o t i o n w a s m a d e b y C o m m i t t e e V i c e C h a i r m a n M u r r a y , s e c o n d e d b y
M e m b e r T a i t , a n d f o l l o w i n g a r o l l c a l l v o t e , d e c l a r e d p a s s e d 7 - 0 , t o b y t h o s e
p r e s e n t , t o r e c e i v e a n d f i l e t h e F i s c a l Y e a r 2 0 1 5 - 1 6 9 1 E x p r e s s L a n e s
A n n u a l F i n a n c i a l S t a t e m e n t s .
R e g u l a r C a l e n d a r
T h e r e w e r e n o R e g u l a r C a l e n d a r m a t t e r s .
D i s c u s s i o n I t e m s
7 . 9 1 E x p r e s s L a n e s P a v e m e n t R e h a b i l i t a t i o n a n d C h a n g e a b l e M e s s a g e
S i g n s R e p l a c e m e n t P r o j e c t
R o s e C a s e y , D i r e c t o r o f H i g h w a y P r o g r a m s , p r o v i d e d a P o w e r P o i n t
p r e s e n t a t i o n a s f o l l o w s :
" P r o j e c t R e c a p ;
" P e r f o r m a n c e R e p o r t - B y t h e N u m b e r s ;
" S u m m a r y o f T r a f f i c C o n d i t i o n s ;
" M u l t i m e d i a C o m m u n i c a t i o n s P r o g r a m :
" T h e R o a d A h e a d ;
" R J N o b l e A s p h a l t P l a n t i n O r a n g e ;
" A s p h a l t R o l l e r s - W e e k e n d # 1 ;
" P a v i n g O p e r a t i o n - W e e k e n d # 8 ;
" I n s t a l l i n g C h a n n e l i z e r s ( a s h o r t v i d e o c l i p w a s p r e s e n t e d a s p a r t o f t h i s
s l i d e ) ; a n d
" C o m p l e t e d W o r k - D r i v i n g E a s t b o u n d .
D e c e m b e r 2 , 2 0 1 6 P a g e 3 o f 7
Riverside County Transportation Commission MINUTES m OCTA
State Route 91 Advisory Committee Meeting
7. (Continued)
A discussion ensued regarding:
• Enhancements of new changeable message signs that use LED
technology;
• Pavement is expected to have a 20-year life;
• Staff will return with lessons learned as other projects are looked at;
• Thanks to staff for collaborative efforts between the two agencies;
• Recognition to staff for improvements on the freeway; and
• Make-up dates for postponed work due to weather, and ensuring that OCTA
staff notifies the Riverside County Transportation Commission (RCTC) if
work is postponed in order to announce dates to residents.
8. 91 Project Update
David Thomas, RCTC Program Manager, provided an update on the
•
construction of the 91 corridor improvement project and a PowerPoint •
presentation as follows:
• Project is Approximately 91 Percent Complete;
• Ramp and Local Street Activities and Timing;
• Background on the Project Limits; and
• Numerous Photos/Images of the Project Were Shown.
A discussion ensued regarding:
• Opening of the Main Street on-ramp to Interstate 15 (1-15);
• Estimated time savings using the Express Lanes in both directions during
the peak period;
• Amount of people estimated to use the service daily; and
• Acknowledgement to staff, the formation of the State Route 91 (SR-91)
Advisory Committee, and the diligence of its Members, predecessors,
and their vision to see this project come forward.
December 2, 2016 Page 4 of 7
•
"
"
"
m
O C T A R i v e r s i d e C o u n t y T m n s p o r t a t i o n C o m m i s s i o n M I N U T E S
S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e M e e t i n g
9 . 9 1 E x p r e s s L a n e s O p e r a t i o n a l R e a d i n e s s U p d a t e
J e n n i f e r C r o s s , T o l l O p e r a t i o n s M a n a g e r , R C T C , p r o v i d e d a n u p d a t e o n t h e
9 1 E x p r e s s L a n e s o p e r a t i o n a l r e a d i n e s s a n d p r o v i d e d a P o w e r P o i n t
p r e s e n t a t i o n a s f o l l o w s :
" O C T A a n d R C T C P a r t n e r s h i p ;
" E x p r e s s L a n e s O v e r v i e w ;
" P r e - O p e r a t i o n s A c t i v i t y ;
" T o l l S y s t e m s ;
" R C T C I n L a n e T o l l S y s t e m ;
" T r a f f i c O p e r a t i o n s C e n t e r :
" C u s t o m e r S e r v i c e C e n t e r ;
" O n R o a d S i g n s ;
" R C T C S t a f f i n g ;
" C o f i r o u t e S t a f f i n g ;
" S u p p o r t C o n t r a c t s ;
" C o m m i s s i o n A d o p t i o n ;
" F u l l T r i p T o l l R a t e s ;
" P r e - o p e n i n g A c t i v i t i e s ;
" M a r k e t i n g A c t i v i t i e s ; a n d
" 9 1 E x p r e s s L a n e s ( v i d e o c l i p w a s s h o w n ) .
A s h o r t d i s c u s s i o n e n s u e d r e g a r d i n g :
" A n t i c i p a t e d l e v e l o f c o m p l i a n c e w i t h t h e n e w s y s t e m ;
" D i f f e r e n c e i n p r i c i n g f o r w e s t b o u n d a n d e a s t b o u n d t o l l r a t e s , a n d l e v e l o f
s e r v i c e ( L O S ) w e r e d i s c u s s e d ( L O S : A , B , C , a n d D ) ; a n d
" P e r c e n t a g e o f p e o p l e e s t i m a t e d t o t a k e t h e w h o l e r o u t e / p e r c e n t a g e o f
p e o p l e e s t i m a t e d t o e x i t i n C o r o n a .
1 0 . R i v e r s i d e C o u n t y 1 - 1 5 E x p r e s s L a n e s
M i c h a e l B l o m q u i s t , T o l l P r o g r a m D i r e c t o r , R C T C , p r o v i d e d b a c k g r o u n d
i n f o r m a t i o n a n d a P o w e r P o i n t p r e s e n t a t i o n r e l a t e d t o t h e p l a n n i n g o f t h e 1 - 1 5
E x p r e s s L a n e s p r o j e c t a s f o l l o w s :
"
"
"
"
P r o j e c t F e a t u r e s ;
P r o j e c t B e n e f i t s ;
A c c e s s P o i n t s ;
M e d i a n I m p r o v e m e n t s ;
D e c e m b e r 2 , 2 0 1 6 P a g e 5 o f 7
m
OCTA MINUTES Riverside County Transportation Commission
State Route 91 Advisory Committee Meeting
10. (Continued)
• Project Schedule;
• Project Costs and Funding/Financing;
• Toll Features;
• RCTC Operations Center; and
• Project Contact Information.
A discussion ensued regarding:
•
•
•
•
•
•
•
Funding for project costs;
Additional toll lanes being added between SR-91 and the 1-15 (going
south) to Cajalco Road;
The flyover being worked on (from eastbound SR-91 over to southbound
1-15) will be operational in the next number of months for express lanes
traffic;
The 91 Express Lanes (both OCTA and RCTC portions) do not use
dynamic pricing, but rather "time of day pricing." Hourly toll changes are
based on time-day-pricing;
Hourly toll changes are based on traffic volumes, and if needed, tolls are
changed on a quarterly basis;
Dynamic pricing was discussed extensively with the Interstate 405
project, and staff is excited to learn from the 1-15 project; and
1-15 traffic volumes are lower than the SR-91 traffic volumes, therefore,
congestions is less.
11. General Manager's Report
Kirk Avila, OCTA General Manager of the 91 Express Lanes, reported that:
•
•
•
The telephone systems at the administrative offices in Anaheim and
the Call Center have been upgraded to match OCTA's current
telephone system.
OCTA has approximately $110 million dollars of outstanding debt
for the 91 Express Lanes, and earlier this week, the ratings from
Fitch Ratings where reaffirmed at the A level, and as of today,
OCTA has an A rating from Moody's and an AA minus rating from
Standard and Poor's.
As of November 26, 2016, traffic volumes are down approximately
1 percent, and revenues and revenues are 2.5 percent. The reason
for the decrease in traffic volumes compared to the previous years
is due to the weekend closures due to the pavement closures;
however, we are in line to the projected numbers with respect to
projected ridership and revenues.
December 2, 2016 Page 6 of 7
•
•
•
"
"
"
m
O C T A R i v e n l d e C o u n 1 y T r a n s p o r t o t i o n C o n u n i s s i o n M I N U T E S
S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e M e e t i n g
1 2 . C o m m i t t e e M e m b e r s ' R e p o r t s
C o m m i t t e e V i c e C h a i r m a n M u r r a y t h a n k e d R o s e C a s e y , D i r e c t o r o f
H i g h w a y P r o g r a m s , a n d s t a f f f o r t h e i r h a r d w o r k , e f f o r t s , a n o u t r e a c h t o g e t t h e
9 1 E x p r e s s L a n e s P a v e m e n t R e h a b i l i t a t i o n p r o j e c t g o i n g .
C o m m i t t e e C h a i r H a n n a p r o v i d e d r e m a r k s o n t h e u p c o m i n g P e a r l H a r b o r
n a t i o n a l h o l i d a y o n D e c e m b e r 7 , 2 0 1 7 . C o m m i t t e e C h a i r m a n H a n n a r e p o r t e d
t h a t t h e C i t y o f N o r c o i s p r o u d t o c e l e b r a t e P e a r l H a r b o r D a y f o r t h e 1 2 t h y e a r
i n a r o w , w h i c h h o n o r s a l l v e t e r a n s f r o m a l l s e r v i c e s . T h e e v e n t s t a r t s
a t 1 0 : 0 0 a . m . , a n d w i l l t a k e p l a c e a t t h e N a v a l W e a p o n s S t a t i o n i n N o r c o .
H e i n v i t e d e v e r y o n e t o a t t e n d .
C h a i r m a n H a n n a a d j o u r n e d t h e m e e t i n g w i t h a m i n u t e o f s i l e n c e i n m e m o r y o f
t h e v i c t i m s o f t h e m a s s s h o o t i n g i n S a n B e r n a r d i n o , C a l i f o r n i a , l a s t y e a r .
1 3 . C l o s e d S e s s i o n
A C l o s e d S e s s i o n w a s n o t c o n d u c t e d a t t h i s m e e t i n g .
1 4 . A d j o u r n m e n t
T h e m e e t i n g a d j o u r n e d a t 1 0 : 0 6 a . m . , a n d t h e n e x t r e g u l a r l y s c h e d u l e d m e e t i n g
o f t h i s C o m m i t t e e w i l l b e h e l d a t 9 : 0 0 a . m . o n F r i d a y , M a r c h 3 , 2 0 1 6 , a t :
A T T E S T
C i t y o f C o r o n a - C i t y H a l l
4 0 0 S o u t h V i c e n t i a A v e n u e
C o u n c i l C h a m b e r s - F i r s t F l o o r
C o r o n a , C a l i f o r n i a
B e r w i n H a n n a
C o m m i t t e e C h a i r m a n
D e c e m b e r 2 , 2 0 1 6
O l g a P r a d o
O C T A A s s i s t a n t C l e r k o f t h e
B o a r d
P a g e 7 o f 7
I
I
I,
• ,
•
I ·1---
t--
l
L
s .
" m
O C T A
"
"
R i v r i d e C o u n t v T r l l l l ! l l O l l l l l i o l l C o m m i s s i o n
J u n e 2 , 2 0 1 7
T o : S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e
F r o m : \ ~ ~ - k K i r k A v i l a , G e n e r a l M a n a g e r , O C T A 9 1 E x p r e s s L a n e s
~ M i c h a e l B l o m q u i s t , T o l l P r o g r a m D i r e c t o r , R C T C 9 1 E x p r e s s
/ f ' I K l L a n e s
S u b j e c t : J o i n t 9 1 E x p r e s s L a n e s M o n t h l y S t a t u s R e p o r t
O v e r v i e w
T h e 9 1 E x p r e s s L a n e s s t a t u s r e p o r t f o r t h e m o n t h o f A p r i l 2 0 1 7 h a s b e e n p r e p a r e d
f o r S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e r e v i e w . T h e r e p o r t h i g h l i g h t s o p e r a t i o n a l
a n d f i n a n c i a l a c t i v i t i e s f o r b o t h t h e O r a n g e C o u n t y T r a n s p o r t a t i o n A u t h o r i t y a n d
R i v e r s i d e C o u n t y T r a n s p o r t a t i o n C o m m i s s i o n s e g m e n t s o f t h e 9 1 E x p r e s s L a n e s .
R e c o m m e n d a t i o n
R e c e i v e a n d f i l e t h e 9 1 E x p r e s s L a n e s M o n t h l y S t a t u s R e p o r t f o r t h e m o n t h o f
A p r i l 2 0 1 7 .
B a c k g r o u n d
T h e j o i n t m o n t h l y s t a t u s r e p o r t i s p r e p a r e d t o d o c u m e n t 9 1 E x p r e s s L a n e s a c t i v i t y
a n d i s p r o v i d e d f o r S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e r e v i e w .
D i s c u s s i o n
T h e A p r i l 2 0 1 7 s t a t u s r e p o r t f o r t h e 9 1 E x p r e s s L a n e s i s p r o v i d e d i n
A t t a c h m e n t A . F o r t h e O r a n g e C o u n t y T r a n s p o r t a t i o n A u t h o r i t y ( O C T A )
s e g m e n t , t r a f f i c v o l u m e i n t h e 9 1 E x p r e s s L a n e s w a s 1 , 2 9 4 , 2 1 9 , w h i c h i s a n
i n c r e a s e o f 1 1 . 9 p e r c e n t w h e n c o m p a r e d w i t h t h e s a m e p e r i o d l a s t y e a r . G r o s s
p o t e n t i a l t o l l r e v e n u e f o r t h e m o n t h w a s $ 3 , 8 8 3 , 5 9 5 , w h i c h i s a n i n c r e a s e
o f 9 . 2 p e r c e n t f r o m t h e p r i o r y e a r ' s t o t a l o f $ 3 , 5 5 7 , 1 2 6 . F o r f i s c a l
y e a r ( F Y ) 2 0 1 6 - 1 7 , y e a r - t o - d a t e ( Y T D ) t r a f f i c v o l u m e a n d g r o s s p o t e n t i a l t o l l
r e v e n u e a s o f t h e e n d o f A p r i l 2 0 1 7 i n c r e a s e d w h e n c o m p a r e d t o t h e p r i o r y e a r ,
O r a n g e C o u n t y T r a n s p o r t a t i o n A u t h o r i t y
5 5 0 S o u t h M a i n S t r e e t I P . O . B o x 1 4 1 8 4 I O r a n g e I C a l i f o r n i a 9 2 8 6 3 - 1 5 8 4 I ( 7 1 4 ) 5 6 0 - 0 C T A ( 6 2 8 2 ) R i v e r s i d e
R i v e r s i d e C o u n t y T r a n s p o r t a t i o n C o m m i s s i o n
4 0 8 0 L e m o n S t r e e t , 3 r d F l o o r I R i v e r s i d e I C A 9 2 5 0 1 I ( 9 5 1 ) 7 8 7 - 7 1 4 1
__ Jo_i_n_t_9_1 _E_x_p_re_s_s_La_n_e_s __ Mo_n_th_1_y_s_ta_t_u_s_R_e_p_o_rt _________ P_a_g_e 2 •
with YTD traffic volume increasing by 2. 1 percent and YTD gross potential toll
revenue up by 4.6 percent for the OCTA portion.
For the Riverside County Transportation Commission segment, traffic volume
for the month of April 2017 was 1, 150,634, which exceeded Stantec's projections
by 117.2 percent. Gross potential toll revenue was $2,341,030, which exceeded
Stantec's projections by 167.5 percent. For FY 2016-17, YTD traffic volume was
1,625,333 and YTD gross potential toll revenue at $3, 176,321.
Staff will continue to closely monitor traffic and revenue data and report back to
the State Route 91 Advisory Committee regularly.
Summary
The joint 91 Express Lanes status report for the month of April 2017 is provided
for review. The report highlights operational and financial activities.
Attachments
A. 91 Express Lanes Status Report -As of April 30, 2017 •
•
"
"
"
m
O C T A
O r a n g e C o u n t y T r a n s p o r t a t i o n A u t h o r i t y
R i v e r s i d e C o u n t y T r a n s p o r t a t i o n C o m m i s s i o n
S t a t u s R e p o r t
A p r i l 2 0 1 7
A T T A C H M E N T A
A s o f A p r i l 3 0 , 2 0 1 7
" T a b l e o f C o n t e n t s
O p e r a t i o n s O v e r v i e w O C T A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
T r a f f i c a n d R e v e n u e S t a t i s t i c s f o r O C T A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
O C T A T r a f f i c a n d R e v e n u e S u m m a r y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
O C T A E a s t b o u n d P e a k H o u r s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
O C T A W e s t b o u n d P e a k H o u r s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
O C T A O p e r a t i o n a l H i g h l i g h t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
O C T A F i n a n c i a l H i g h l i g h t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
O p e r a t i o n s O v e r v i e w R C T C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
T r a f f i c a n d R e v e n u e S t a t i s t i c s f o r R C T C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
R C T C T r a f f i c a n d R e v e n u e S u m m a r y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1
" R C T C P e a k H o u r s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2
"
R C T C E a s t b o u n d P e a k H o u r s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3
R C T C W e s t b o u n d P e a k H o u r s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 5
R C T C O p e r a t i o n a l H i g h l i g h t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 7
R C T C F i n a n c i a l H i g h l i g h t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 8
J o i n t A g e n c y T r a f f i c a n d R e v e n u e S t a t i s t i c s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 9
J o i n t A g e n c y P e r f o r m a n c e M e a s u r e s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 0
J o i n t A g e n c y T r a n s p o n d e r D i s t r i b u t i o n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 0
J o i n t A g e n c y N u m b e r o f A c c o u n t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1
J o i n t A g e n c y E - m a i l A c t i v i t y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1
A E x p r e s s
l ! J L a n e s 2
"
"
"
O P E R A T I O N S O V E R V I E W O C T A
T R A F F I C A N D R E V E N U E S T A T I S T I C S F O R O C T A
T o t a l t r a f f i c v o l u m e o n t h e O C T A 9 1 E x p r e s s L a n e s f o r A p r i l 2 0 1 7 w a s 1 , 2 9 4 , 2 1 9 . T h i s
r e p r e s e n t s a d a i l y a v e r a g e o f 4 3 , 1 4 1 . T h i s i s a n 1 1 . 9 % i n c r e a s e i n t o t a l t r a f f i c v o l u m e
f r o m t h e s a m e p e r i o d l a s t y e a r w h e n t r a f f i c l e v e l s t o t a l e d 1 , 1 5 6 , 1 7 4 . P o t e n t i a l t o l l r e v e n u e
f o r t h e m o n t h w a s $ 3 , 8 8 3 , 5 9 5 w h i c h r e p r e s e n t s a n i n c r e a s e o f 9 . 2 % f r o m t h e p r i o r y e a r ' s
t o t a l o f $ 3 , 5 5 7 , 1 2 6 . C a r p o o l p e r c e n t a g e f o r t h e m o n t h w a s 2 4 . 0 2 % a s c o m p a r e d t o t h e
p r e v i o u s y e a r ' s r a t e o f 2 2 . 0 2 % .
M o n t h - t o - d a t e t r a f f i c a n d r e v e n u e d a t a a r e s u m m a r i z e d i n t h e t a b l e b e l o w . T h e f o l l o w i n g
t r i p a n d r e v e n u e s t a t i s t i c s t a b l e s r e p r e s e n t a l l t r i p s t a k e n o n t h e 9 1 E x p r e s s L a n e s a n d
a s s o c i a t e d p o t e n t i a l r e v e n u e f o r t h e m o n t h o f A p r i l 2 0 1 7 .
C u r r e n t M o n t h - t o - D a t e ( M T D ) a s o f A p r i l 3 0 , 2 0 1 7
T r i p s
F u l l T o l l L a n e s
3 + L a n e s
T o t a l G r o s s T r i p s
R e v e n u e
F u l l T o l l L a n e s
3 + L a n e s
T o t a l G r o s s R e v e n u e
A v e r a g e R e v e n u e p e r T r i p
A v e r a g e F u l l T o l l L a n e s
A v e r a g e 3 + L a n e s
A v e r a g e G r o s s R e v e n u e
A E x p r e s s l ! J L a n e s
A p r - 1 7
M T D
A c t u a l
9 8 3 , 3 3 4
3 1 0 , 8 8 5
1 , 2 9 4 , 2 1 9
$ 3 , 8 1 2 , 5 8 5
$ 7 1 , 0 1 0
$ 3 , 8 8 3 , 5 9 5
$ 3 . 8 8
$ 0 . 2 3
$ 3 . 0 0
S t a n t e c
M T D #
P r o j e c t e d V a r i a n c e
9 3 5 , 1 6 7 4 8 , 1 6 7
2 8 1 , 0 4 7 2 9 , 8 3 8
1 , 2 1 6 , 2 1 4 7 8 , 0 0 5
$ 3 , 7 4 4 , 1 6 4 $ 6 8 , 4 2 1
$ 8 1 , 5 7 5 ( $ 1 0 , 5 6 5 )
$ 3 , 8 2 5 , 7 4 0 $ 5 7 , 8 5 5
$ 4 . 0 0 ( $ 0 1 2 )
$ 0 . 2 9 ( $ 0 . 0 6 )
$ 3 . 1 5 ( $ 0 . 1 5 )
A p r - 1 6 Y r - t o - Y r
% M T D %
V a r i a n c e A c t u a l V a r i a n c e
5 . 2 % 9 0 1 , 5 8 1 9 . 1 %
1 0 . 6 % 2 5 4 , 5 9 3 2 2 . 1 %
6 . 4 % 1 , 1 5 6 , 1 7 4 1 1 . 9 %
1 . 8 % $ 3 , 4 8 8 , 6 7 7 9 . 3 %
( 1 3 . 0 % ) $ 6 8 , 4 4 9 3 . 7 %
1 . 5 % $ 3 , 5 5 7 , 1 2 6 9 . 2 %
( 3 . 0 % ) $ 3 . 8 7 0 . 3 %
( 2 0 . 7 % ) $ 0 . 2 7 ( 1 4 . 8 % )
( 4 . 8 % ) $ 3 . 0 8 ( 2 . 6 % )
3
The 2017 fiscal year-to-date (YTD) traffic volu me is 2.1 % higher when compared with the
same period last year. The 2017 fiscal ye a r-t o-d at e revenue is 4 .6% higher than for the
same period last year . Year-to-date av e ra ge revenue per-trip is $3.12.
Fiscal year-to-date traffic and revenue d ata a re summarized in the table below . The
following trip and revenue statistics ta b le s re p re sent all trips taken on the 91 Express
Lanes and associated potential revenu e fo r th e mo nths of July 2016 through April 2017 .
FY 2015-16 Year to Date as of Apri l 3 0 , 2 01 7
Trips
Full Toll Lanes
3+ Lanes
Total Gross Trips
Revenue
Full Toll Lanes
3+ Lanes
Total Gross Revenue
Average Revenue per Trip
Average Full Toll Lanes
Average 3+ Lanes
Average Gross Revenue
A Express
l!JLanes
FY 2016-17
YTD
Actual
9 ,006 ,650
2 ,628 ,459
11 ,635 ,109
$35 ,628 ,887
$683 ,893
$36 ,312 ,780
$3.96
$0 .26
$3 .12
Sta nte c
YTD #
Projected V a riance
8 ,91 0,49 9 96 ,151
2 ,77 7,46 1 (149,002)
11 ,68 7,96 0 (52 ,851)
$35 ,7 94 ,833 ($165 ,946)
$823,6 14 ($139 ,721)
$36 ,6 18,447 ($305 ,667)
$4.02 ($0 .06)
$0.30 ($0 .04)
$3.13 ($0.01)
FY 2015-16 Yr-to-Yr
% YTD %
Variance Actual Variance
1.1% 8 ,779 ,73 9 2 .6%
(5.4 %) 2 ,616 ,656 0 .5%
(0 .5%) 11 ,396 ,395 2 .1%
(0.5 %) $34 ,027 ,450 4 .7%
(17 .0%) $691 ,941 (1 .2%)
(0 .8%) $34 ,719 ,391 4 .6 %
(1 .5%) $3 .88 2 .1%
(13 .3%) $0 .26 0 .0%
(0 .3%) $3 .05 2 .3%
4
•
•
•
"
"
"
T r a f f i c a n d R e v e n u e S u m m a r y
T h e c h a r t b e l o w r e f l e c t s t h e t o t a l t r i p s b r e a k d o w n b e t w e e n F u l l T o l l t r i p s a n d H O V 3 + t r i p s f o r
F Y 2 0 1 6 - 1 7 o n a m o n t h l y b a s i s .
F Y 2 0 1 6 - 1 7 T r a f f i c V o l u m e O v e r v i e w
1 , 4 0 0 , 0 0 0
1 , 2 2 5 , 0 0 0
1 , 0 5 0 , 0 0 0
Q ) 8 7 5 , 0 0 0
E
: : I
0 > 7 0 0 , 0 0 0
5 2 5 , 0 0 0
J u l - 1 6 A u g - 1 6 S e p - 1 6 O c t - 1 6 N o v - 1 6 D e c - 1 6 J a n - 1 7 F e b - 1 7 M a r - 1 7 A p r - 1 7 M a y - 1 7 J u n - 1 7
M o n t h
I " F u l l T o l l l a n e s " 3 " L a n e s I
T h e c h a r t b e l o w r e f l e c t s t h e g r o s s p o t e n t i a l r e v e n u e b r e a k d o w n b e t w e e n F u l l T o l l t r i p s a n d
H O V 3 + t r i p s f o r F Y 2 0 1 6 - 1 7 o n a m o n t h l y b a s i s .
F Y 2 0 1 6 - 1 7 R e v e n u e S u m m a r y
$ 4 , 3 0 0 , 0 0 0 ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <
$ 3 , 5 0 0 , 0 0 0
$ 3 . 3 0 0 . 0 0 0
$ 3 , 1 0 0 , 0 0 0
$ 2 , 9 0 0 , 0 0 0
$ 2 . 7 0 0 . 0 0 0
$ 2 , 5 0 0 . 0 0 0
J u l - 1 6
A E x p r e s s J ! j L a n e s
A u g - 1 6 S e p - 1 6 O c t - 1 6 N o v - 1 6 D e c - 1 6 J a n - 1 7 F e b - 1 7 M a r - 1 7 A p r - 1 7 M a y - 1 7 J u n - 1 7
M o n t h
5
Peak traffic hour in the eastbound directio n re ach ed or exceeded 90% or more of defined
capac ity seven times during the month of A pr il 20 17. A s demonstrated on the next chart ,
westbound peak hour traffic volumes top out at 75% of defined capacity
EASTBOUND PEAK-HOUR VOLUME S
Monday 04/031 17
PM lime Price HOV Vol. Cap.
1400 -1500 $4.85 312 2,144 63%
1500. 1600 $5 .20 499 2,944 87%
1600 . 1700 $4 50 449 2,886 85%
1700 . 1800 $5.00 461 2,824 83%
1800. 1900 $5.20 563 2,828 83%
1900 . 2000 $3.65 397 1,651 49%
Monday 04/10 /17
PM lime Price HOV Vol. Cap .
1400-1500 $4.85 330 2,344 69%
1500-1600 $5 .20 465 2,823 83%
1600-1700 $4.50 447 2,952 87%
1700-1800 $5 .00 445 2,918 86%
1800-1900 $5.20 51 4 2,719 80%
1900-2000 $3.65 354 1,600 47%
Monday 04/17/17
PM lime Pr ice HOV Vo l. Cap .
1400-1500 $4 .85 345 2,382 70%
1500-1600 $5 .20 498 2,889 85%
1600-1700 $4 .50 520 3,037 89 %
1700 -1800 $5.00 471 2,944 87%
1800-1900 $5.20 461 2,312 68%
1900 -2000 $3.65 347 1,415 42 %
Monday 04/24/17
PM lime Price HOV Vol. Cap.
1400-1500 $4.85 333 2,424 71 %
1500-1600 $5.20 512 3,008 88%
1600-1700 $4 .50 436 2,779 82%
1700 -1800 $5.00 482 3,197 94 %
1800 -1900 $5.20 475 2,346 69%
1900 -2000 $3.65 332 1,353 40%
A Express J!jLanes
Tuesday
Price HOV
$4.85 372
$4 .65 484
$635 487
$5.70 474
$370 527
$3.65 539
Tuesday
Price HOV
$4.85 379
$4 .65 493
$6.35 488
$5.70 532
$3.70 490
$3.65 419
Tuesday
Price HOV
$4.85 355
$4 .65 480
$6 .35 481
$5.70 513
$370 571
$3.65 413
Tuesday
Price HOV
$4.8 5 360
$4.65 490
$6 .35 469
$5.70 503
$370 522
$3.65 370
04/04/17 Wed ne sd ay 04/05/17
Vol. Cap . Pri ce HOV Vo l. Cap.
2,521 74% $4 .8 5 391 2,535 75%
2,867 84% $4 .1 5 501 2,911 86%
2,869 84% $7 .60 486 2,846 84%
2,937 86% $7.10 507 2,967 87%
2,866 84% $37 0 520 2,784 82%
2,38 1 70% $3.65 498 2,394 70%
04/11 /17 Wed ne sd ay 04/121 17
Vo l. Cap. Pric e HOV Vol. Cap .
2,612 77% $4 .8 5 395 2,667 78%
3,063 90 % $4 .15 457 2,958 87%
3,012 89% $7 .60 462 2,953 87%
3,088 91% $7.10 479 2,925 86%
2,811 83% $3 .7 0 523 2,854 84%
1,861 55% $3.65 469 2,231 66%
04/18/17 Wedne sd ay 04/19/17
Vo l. Cap . Pr ice HOV Vol. Cap .
2,655 78% $4 .8 5 407 2,693 79%
2,906 85% $4 .1 5 450 2,870 84%
2,862 84 % $76 0 455 2,869 84%
3,141 92% $71 0 525 2,991 88%
3,036 89% $3 .7 0 480 2,965 87%
1,781 52% $36 5 406 1,983 58%
04/2 51 17 Wednesd ay 04/261 17
Vol. Cap . Pric e HOV Vol. Cap .
2,551 75% $4 .8 5 366 2,727 80%
3,123 92% $4 .1 5 470 2,946 87%
2,909 86% $7.60 482 2,889 85%
3,113 92% $7.10 488 3,029 89%
2,814 83% $37 0 534 2,876 85%
1,626 48% $36 5 41 8 2,089 61%
Thursday 04/06 /17 Fr iday 04/07/17
Price HOV Vol. Cap. Price HOV Vol. Cap.
$5.00 403 2,761 81% $330 462 3,004 88%
$4.90 497 2,976 88% $10.45 56 1 2,891 85%
$10 .10 502 2,965 87% $10.25 523 2,973 87%
$930 502 2,836 83% $6.60 527 2,976 88%
$4.55 557 2,9 54 87% $6 .15 527 2,376 70%
$530 502 2,207 65% $5.75 471 1,815 53%
Thursday 04/13/17 Fr iday 04/14/17
Price HOV Vol. Cap . Price HOV Vol. Cap .
$5.00 437 2,964 87% $330 436 2,948 87%
$4.90 517 3,093 91 % $10.45 531 2,800 82%
$10.10 516 2,850 84 % $10 .25 499 2,831 83%
$930 513 2,821 83% $6 .60 492 2,574 76%
$4.55 528 2,960 87% $6.15 412 1,819 54%
$530 540 2,541 75% $5.75 393 1,400 41 %
Thursday 04/20 /17 Fr iday 04/21/17
Pr ice HOV Vo l. Cap . Price HOV Vol. Cap .
$5.00 394 2,827 83% $330 413 3,040 89%
$4.90 424 2,781 82% $10.45 534 2,871 84%
$10.10 500 3,004 88% $10 .25 419 2,372 70%
$930 50 1 3,040 89% $6.60 492 2,853 84 %
$4.55 570 3,032 89% $6.15 550 2,542 75%
$530 526 2,496 73% $5.75 384 1,726 51 %
Thursday 04/27/17 Fr iday 04/28/17
Price HOV Vol. Cap . Price HOV Vol. Cap .
$5.00 388 2,743 81% $3.30 471 2,9 46 87%
$4.90 487 2,998 88% $10.45 592 2,908 86%
$10.10 458 2,892 85% $10 .25 504 2,867 84%
$930 504 2,971 87% $660 520 2,951 87%
$4.55 556 2,988 88% $6.15 494 2,445 72"/o
$530 438 2,0 36 60% $5.75 444 1,781 52%
6
•
•
•
"
"
"
W E S T B O U N D P E A K - H O U R V O L U M E S
M o n d a y 0 4 / 0 3 / 1 7 T u e s d a y 0 4 / 0 4 / 1 7 W e d n e s d a y 0 4 / 0 5 / 1 7 T h u r s d a y 0 4 / 0 6 / 1 7 F r i d a y 0 4 / 0 7 / 1 7
A M n m e P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p .
0 4 0 0 - 0 5 0 0 $ 2 . 9 0 5 3 8 1 , 8 8 4 5 5 % $ 2 . 9 0 5 5 5 1 , 8 7 6 5 5 % $ 2 . 9 0 5 8 3 1 , 8 5 8 5 5 % $ 2 . 9 0 5 5 3 1 , 8 0 7 5 3 % $ 2 . 9 0 4 6 9 1 , 5 3 9 4 5 %
0 5 0 0 - 0 6 0 0 $ 4 . 6 5 5 9 3 2 , 3 2 0 6 8 % $ 4 . 6 5 6 8 0 2 , 4 7 0 7 3 % $ 4 . 6 5 6 3 0 2 , 3 9 9 7 1 % $ 4 . 6 5 6 7 0 2 , 4 1 3 7 1 % $ 4 . 4 0 5 9 1 2 , 1 8 6 6 4 %
0 6 0 0 - 0 7 0 0 $ 4 . 8 5 4 6 1 1 , 8 7 3 5 5 % $ 4 . 8 5 4 6 6 1 , 8 1 0 5 3 % $ 4 . 8 5 4 9 9 1 , 8 9 6 5 6 % $ 4 . 8 5 4 5 1 1 , 8 8 4 5 5 % $ 4 . 6 5 4 3 6 1 , 6 5 7 4 9 %
0 7 0 0 - 0 8 0 0 $ 5 . 3 5 3 8 5 1 , 7 7 1 5 2 % $ 5 . 3 5 3 6 8 1 , 7 1 0 5 0 % $ 5 . 3 5 3 8 0 1 , 8 3 1 5 4 % $ 5 . 3 5 3 8 8 1 , 7 3 3 5 1 % $ 5 . 2 0 3 7 5 1 , 6 3 9 4 8 %
0 8 0 0 - 0 9 0 0 $ 4 . 8 5 2 6 3 1 , 6 5 3 4 9 % $ 4 . 8 5 2 5 5 1 , 7 8 0 5 2 % $ 4 . 8 5 2 9 4 1 , 7 1 5 5 0 % $ 4 . 8 5 2 8 9 1 , 7 4 4 5 1 % $ 4 . 6 5 2 7 3 1 , 5 2 0 4 5 %
0 9 0 0 - 1 0 0 0 $ 3 . 8 0 2 6 6 1 , 7 6 4 5 2 % $ 3 . 8 0 3 0 6 1 , 9 4 7 5 7 % $ 3 . 8 0 3 5 8 2 , 0 4 8 6 0 % $ 3 . 8 0 3 2 1 2 , 0 0 6 5 9 % $ 3 . 8 0 2 4 2 1 , 5 0 6 4 4 %
M o n d a y 0 4 / 1 0 / 1 7 T u e s d a y 0 4 / 1 1 / 1 7 W e d n e s d a y 0 4 / 1 2 / 1 7 T h u r s d a y 0 4 / 1 3 / 1 7 F r i d a y 0 4 / 1 4 / 1 7
A M n m e P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p .
0 4 0 0 - 0 5 0 0 $ 2 . 9 0 5 1 7 1 , 8 4 7 5 4 % $ 2 . 9 0 5 3 5 1 , 8 5 7 5 5 % $ 2 . 9 0 5 3 8 1 , 8 8 0 5 5 % $ 2 . 9 0 5 3 2 1 , 8 3 2 5 4 % $ 2 . 9 0 3 9 0 1 , 3 1 6 3 9 %
0 5 0 0 - 0 6 0 0 $ 4 . 6 5 6 0 9 2 , 3 9 1 7 0 % $ 4 . 6 5 5 1 8 2 , 0 8 2 6 1 % $ 4 . 6 5 6 2 5 2 , 3 8 7 7 0 % $ 4 . 6 5 6 0 5 2 , 4 1 1 7 1 % $ 4 . 4 0 5 3 7 2 , 0 6 1 6 1 %
0 6 0 0 - 0 7 0 0 $ 4 . 8 5 4 5 7 1 , 8 5 1 5 4 % $ 4 . 8 5 4 9 0 1 , 9 7 9 5 8 % $ 4 . 8 5 4 3 5 1 , 8 7 1 5 5 % $ 4 . 8 5 4 7 9 1 , 8 1 2 5 3 % $ 4 . 6 5 3 7 3 1 , 4 3 9 4 2 %
0 7 0 0 - 0 8 0 0 $ 5 . 3 5 3 2 8 1 , 6 2 5 4 8 % $ 5 . 3 5 3 7 9 1 , 9 2 2 5 7 % $ 5 . 3 5 3 5 2 1 , 8 4 0 5 4 % $ 5 . 3 5 3 2 1 1 , 6 8 7 5 0 % $ 5 . 2 0 2 7 1 1 , 3 0 5 3 8 %
0 8 0 0 - 0 9 0 0 $ 4 . 8 5 2 4 1 1 , 7 1 4 5 0 % $ 4 . 8 5 2 6 2 1 , 8 8 4 5 5 % $ 4 . 8 5 2 4 4 1 , 9 8 1 5 8 % $ 4 . 8 5 2 3 1 1 , 6 3 3 4 8 % $ 4 . 6 5 2 0 0 1 , 1 6 1 3 4 %
0 9 0 0 - 1 0 0 0 $ 3 . 8 0 2 6 7 1 , 7 8 3 5 2 % $ 3 8 0 2 6 2 1 , 9 5 8 5 8 % $ 3 8 0 2 9 4 1 , 9 9 8 5 9 % $ 3 . 8 0 2 9 1 1 , 8 8 2 5 5 % $ 3 . 8 0 2 3 5 1 , 3 7 2 4 0 %
M o n d a y 0 4 / 1 7 1 1 7 T u e s d a y 0 4 / 1 8 / 1 7 W e d n e s d a y 0 4 / 1 9 / 1 7 T h u r s d a y 0 4 / 2 0 / 1 7 F r i d a y 0 4 / 2 1 / 1 7
A M n m e P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p .
0 4 0 0 - 0 5 0 0 $ 2 . 9 0 5 3 1 1 , 9 9 6 5 9 % $ 2 . 9 0 5 6 0 2 , 1 0 6 6 2 % $ 2 . 9 0 5 5 5 1 , 9 9 6 5 9 % $ 2 . 9 0 5 5 2 1 , 7 9 1 5 3 % $ 2 . 9 0 4 7 5 1 , 6 6 2 4 9 %
0 5 0 0 - 0 6 0 0 $ 4 . 6 5 6 3 9 2 , 4 6 0 7 2 % $ 4 . 6 5 6 1 9 2 , 5 5 1 7 5 % $ 4 . 6 5 6 5 7 2 , 3 9 5 7 0 % $ 4 . 6 5 6 2 0 2 , 4 2 8 7 1 % $ 4 . 4 0 5 6 2 2 , 1 6 3 6 4 %
0 6 0 0 - 0 7 0 0 $ 4 . 8 5 4 4 6 1 , 8 8 3 5 5 % $ 4 . 8 5 4 9 3 1 , 9 1 0 5 6 % $ 4 . 8 5 4 7 2 1 , 8 7 3 5 5 % $ 4 . 8 5 4 9 7 1 , 8 0 8 5 3 % $ 4 . 6 5 4 2 6 1 , 6 5 4 4 9 %
0 7 0 0 - 0 8 0 0 $ 5 . 3 5 3 5 2 1 , 7 7 5 5 2 % $ 5 . 3 5 3 5 9 1 , 8 6 5 5 5 % $ 5 . 3 5 3 6 0 1 , 7 8 1 5 2 % $ 5 . 3 5 3 8 0 1 , 8 6 1 5 5 % $ 5 . 2 0 3 5 0 1 , 5 7 0 4 6 %
0 8 0 0 - 0 9 0 0 $ 4 . 8 5 2 9 2 1 , 7 7 8 5 2 % $ 4 . 8 5 2 8 0 1 , 9 4 2 5 7 % $ 4 . 8 5 2 6 2 1 , 7 0 8 5 0 % $ 4 . 8 5 2 6 7 1 , 8 1 0 5 3 % $ 4 . 6 5 2 3 1 1 , 4 5 8 4 3 %
0 9 0 0 - 1 0 0 0 $ 3 . 8 0 3 2 6 1 , 9 2 6 5 7 % $ 3 . 8 0 2 9 5 2 , 0 5 1 6 0 % $ 3 . 8 0 2 6 0 1 , 8 6 1 5 5 % $ 3 . 8 0 2 7 3 1 , 9 3 4 5 7 % $ 3 . 8 0 2 1 8 1 , 3 5 5 4 0 %
M o n d a y 0 4 / 2 4 / 1 7 T u e s d a y 0 4 / 2 5 / 1 7 W e d n e s d a y 0 4 / 2 6 / 1 7 T h u r s d a y 0 4 / 2 7 / 1 7 F r i d a y 0 4 / 2 8 / 1 7
A M n m e P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p . P r i c e H O V V o l . C a p .
0 4 0 0 - 0 5 0 0 $ 2 . 9 0 5 6 2 2 , 0 3 9 6 0 % $ 2 . 9 0 5 6 6 1 , 9 7 4 5 8 % $ 2 . 9 0 5 4 2 1 , 8 4 7 5 4 % $ 2 . 9 0 5 9 1 1 , 9 1 4 5 6 % $ 2 . 9 0 5 0 7 1 , 6 5 3 4 9 %
0 5 0 0 - 0 6 0 0 $ 4 . 6 5 6 2 3 2 , 4 0 9 7 1 % $ 4 . 6 5 6 5 3 2 , 4 2 0 7 1 % $ 4 . 6 5 6 6 7 2 , 4 1 4 7 1 % $ 4 . 6 5 6 5 6 2 , 3 7 5 7 0 % $ 4 . 4 0 5 7 7 2 , 2 0 9 6 5 %
0 6 0 0 - 0 7 0 0 $ 4 . 8 5 5 2 4 1 , 9 5 5 5 8 % $ 4 . 8 5 4 6 5 1 , 8 9 5 5 6 % $ 4 . 8 5 5 1 3 1 , 9 1 0 5 6 % $ 4 . 8 5 5 1 3 1 , 9 6 3 5 8 % $ 4 . 6 5 4 6 5 1 , 6 7 1 4 9 %
0 7 0 0 - 0 8 0 0 $ 5 . 3 5 3 8 9 1 , 8 5 0 5 4 % $ 5 . 3 5 3 9 2 1 , 9 0 1 5 6 % $ 5 . 3 5 4 0 0 1 , 8 8 0 5 5 % $ 5 . 3 5 3 6 4 1 , 8 3 5 5 4 % $ 5 . 2 0 3 6 8 1 , 5 8 5 4 7 %
0 8 0 0 - 0 9 0 0 $ 4 . 8 5 2 9 7 1 , 9 1 0 5 6 % $ 4 . 8 5 2 5 8 1 , 7 8 6 5 3 % $ 4 . 8 5 2 5 6 1 , 7 9 9 5 3 % $ 4 . 8 5 2 8 0 1 , 8 4 6 5 4 % $ 4 . 6 5 2 5 2 1 , 6 8 9 5 0 %
0 9 0 0 - 1 0 0 0 $ 3 . 8 0 2 7 1 1 , 8 7 5 5 5 % $ 3 . 8 0 2 3 4 1 , 8 3 7 5 4 % $ 3 . 8 0 2 3 6 1 , 8 0 5 5 3 % $ 3 . 8 0 2 5 2 1 , 8 8 2 5 5 % $ 3 . 8 0 2 5 3 1 , 5 3 9 4 5 %
O P E R A T I O N A L H I G H L I G H T S
O n - r o a d O p e r a t i o n s
O C T A C u s t o m e r A s s i s t a n c e S p e c i a l i s t s ( C A S ) r e s p o n d e d t o 1 1 9 c a l l s d u r i n g t h e m o n t h
o f A p r i l . O f t h o s e c a l l s , 7 4 w e r e t o a s s i s t d i s a b l e d v e h i c l e s , 9 c a l l s t o r e m o v e d e b r i s ,
a n d 1 8 a s s i s t s o r t r a f f i c b r e a k s . T h e r e w e r e 1 2 a c c i d e n t s i n t h e E x p r e s s L a n e s a n d 6
a c c i d e n t s o r i g i n a t i n g i n t h e S R 9 1 g e n e r a l - p u r p o s e l a n e s t h a t a f f e c t e d t h e E x p r e s s
L a n e s .
A E x p r e s s
l ! J L a n e s 7
FINANCIAL HIGHLIGHTS O CT A
91 Express Lanes
Operating Statement
YTD as of: 4/30/2017 YTD Variance
Description A ctu al (11 Budget (11 Dollar$
Operating revenues:
Toll revenue $ 3 3 ,4 7 1 ,973 .56 $ 29,668,672.00 $ 3 ,803,301 .56
Fee revenue 10 ,3 72 , 161 .2 6 5 ,990,863.00 4 ,381 ,298.26
Total operating revenues 4 3 ,844, 134.82 35,659,535.00 8 , 184,599.82
Operating expenses:
Contracted services 6 ,2 14,641 .94 7 ,507,954.00 1 ,293,312.06
Administrative fee 2 ,2 8 6,009 .54 1,996, 760.00 (289,249.54)
Other professional services 6 0 1,01 5 .76 941 ,790.00 340,774.24
Credit card processing fees 6 76 ,656 .5 9 ' 548 ,017.00 (128,639.59)
Toll road account servicing 1 ,1 9 9 ,072 .0 8 760,635.00 (438,437.08)
Other insurance expense 2 7 0,41 3 .48 624,750.00 354,336.52
Toll road maintenance supply repairs 1 1 , 19 2 ,544.47 16,677,420.00 5,484,875.53
Patrol services 6 6 1 ,889 .5 1 499,800.00 (162 ,089.51)
Building equipment repairs and maint 177,296 .8 6 512,827.00 335,530.1 4
Other services 6 , 153 .00 15,725.00 9 ,572.00
Utilities 3 3 ,71 8 .5 8 30,265.00 (3,453.58)
Office expense 44,723 .23 66,001 .00 21 ,277.77
Bad debt expense 15 1,902 .60 -(151,902.60)
Miscellaneous (2 ) 8 8,937 .7 8 102,374.00 13,436.22
Leases 3 5 5 ,883 .1 7 240,600.00 (115,283.17)
Total operating expenses 2 3 ,96 0 ,858 .59 30,524,918.00 6 ,564,059.41
Depreciation and amortization (3l 2 ,6 0 0,460 .8 9 -(2,600,460.89)
Operating income (loss) 17 ,2 8 2,81 5 .34 5 ,134,617.00 12, 148, 198.34
Nonoperating revenues (expenses):
Reimbursement from Other Agencies 10 1,059 .39 150,000.00 (48,940 61)
Interest income 1 ,046,398.63 .. 802,638.00 243,760.63 .. 59,820.28 ~ Interest expense (4,5 54,299 . 72) (4,614, 120.00)
Other 12 3,667 .24 -123,667.24
Total nonoperatinq revenues (expenses) (3 ,2 8 3, 174 .46) (3,661,482.00) 378,307.54
Transfers in ---
Transfers out -(8,300,000.00) 8 ,300,000.00
Net income (loss) $ 1 3 ,9 99,640.88 $ (6,826,865.00) $20,826,505.88
,Actual amounts are accounted for on the accrual basi s o f a cco u nting in a n e nterprise fund. Budget amounts are
accounted for on a modified accrual basis of accounting .
'Miscellaneous expenses include: Bond Insurance Costs , B an k Ser\ice Charge , Transponder Materials .
'Depreciation and amortization are not budgeted items .
Capital Asset Activity
Percent(%)
12.8
73.1
23.0
17.2
(14.5)
36.2
(23.5)
(57.6)
56.7
32.9
(32.4)
65.4
60.9
(11.4)
32.2
NIA
13.1
(47.9)
21 .5
NIA
236.6
(32.6)
30.4
1 .3
NIA
10.3
NIA
100.0
(305.1)
During the ten months ending April 30 , 201 7 , c apit a l a sset activities included $971 ,974 for the
purchase of communication equipment and $306,34 3 t owards the purchase of transponders .
A Express l!.i Lanes 8
•
•
•
"
"
"
O P E R A T I O N S O V E R V I E W R C T C
T R A F F I C A N D R E V E N U E S T A T I S T I C S F O R R C T C
T o t a l t r a f f i c v o l u m e o n t h e 9 1 E x p r e s s L a n e s f o r A p r i l 2 0 1 7 w a s 1 , 1 5 0 , 6 3 4 . T h i s
r e p r e s e n t s a d a i l y a v e r a g e o f 3 8 , 3 5 4 , w h i c h e x c e e d e d S t a n t e c ' s p r o j e c t i o n s b y 1 1 7 . 2 % .
P o t e n t i a l t o l l r e v e n u e f o r t h e m o n t h w a s $ 2 , 3 4 1 , 0 3 0 , w h i c h e x c e e d e d S t a n t e c p r o j e c t i o n s
b y 1 6 7 . 5 % . C a r p o o l p e r c e n t a g e f o r t h e m o n t h w a s 1 9 . 0 6 % .
M o n t h - t o - d a t e t r a f f i c a n d r e v e n u e d a t a a r e s u m m a r i z e d i n t h e t a b l e b e l o w . T h e f o l l o w i n g
t r i p a n d r e v e n u e s t a t i s t i c s t a b l e s r e p r e s e n t a l l t r i p s t a k e n o n t h e 9 1 E x p r e s s L a n e s a n d
a s s o c i a t e d p o t e n t i a l r e v e n u e f o r t h e m o n t h o f A p r i l 2 0 1 7 .
C u r r e n t M o n t h - t o - D a t e ( M T D ) a s o f A p r i l 3 0 , 2 0 1 7
T r i p s
F u l l T o l l L a n e s
3 + L a n e s
T o t a l G r o s s T r i p s
R e v e n u e
F u l l T o l l L a n e s
3 + L a n e s
T o t a l G r o s s R e v e n u e
A v e r a g e R e v e n u e p e r T r i p
A v e r a g e F u l l T o l l L a n e s
A v e r a g e 3 + L a n e s
A v e r a g e G r o s s R e v e n u e
A E x p r e s s
l ! J L a n e s
A p r - 1 7 S t a n t e c
M T D M T D
A c t u a l P r o j e c t e d
9 3 1 , 3 5 6 3 9 4 , 4 9 9
2 1 9 , 2 7 8 1 3 5 , 2 8 6
1 , 1 5 0 , 6 3 4 5 2 9 , 7 8 5
$ 2 , 3 2 4 , 1 8 4 $ 8 7 5 , 2 8 5
$ 1 6 , 8 4 6 $ 0
$ 2 , 3 4 1 , 0 3 0 $ 8 7 5 , 2 8 5
$ 2 . 5 0 $ 2 . 2 2
$ 0 . 0 8 $ 0 . 0 0
$ 2 . 0 3 $ 1 . 6 5
# O / o
V a r i a n c e V a r i a n c e
5 3 6 , 8 5 7 1 3 6 . 1 %
8 3 , 9 9 2 6 2 . 1 %
6 2 0 , 8 4 9 1 1 7 . 2 %
$ 1 , 4 4 8 , 8 9 8 1 6 5 . 5 %
$ 1 6 , 8 4 6
$ 1 , 4 6 5 , 7 4 5 1 6 7 . 5 %
$ 0 . 2 8 1 2 . 6 %
$ 0 . 0 8
$ 0 . 3 8 2 3 . 0 %
9
Fiscal year-to-date traffic and revenue data are summarized in the table below. The
following trip and revenue statistics ta ble s re pre sent all trips taken on the 91 Express
Lanes and associated potential revenu e fo r th e pe riod between March 20 , 2017 (opening
date) through April 2017.
FY 2015-16 Year to Date as of Apri l 3 0, 2 01 7
Trips
Full Toll Lanes
3+ Lanes
Total Gross Trips
Revenue
Full Toll Lanes
3+ Lanes
Total Gross Revenue
Average Revenue per Trip
Average Full Toll Lanes
Average 3+ Lanes
Average Gross Revenue
A.Express
l!JLanes
FY 201 6 -1 7 Stantec
YT D YTD
Actu a l P r ojected
1 ,3 3 0, 1 54 522 ,828
2 9 5, 1 7 9 177,486
1 ,6 2 5,3 3 3 700 ,314
$3 , 1 5 4 ,2 1 9 $1 ,171 ,914
$2 2 , 102 $0
$3 , 1 7 6 ,3 2 1 $1,171 ,914
$2.3 7 $2 .24
$0 .0 7 $0 .00
$1.9 5 $1 .67
# %
Variance Variance
807 ,326 154.4%
117,693 66.3%
925 ,019 132.1%
$1 ,982 ,305 169.2%
$22 , 102
$2 ,004,407 171 .0%
$0.13 5.8%
$0.07
$0.28 16.8 %
10
•
•
•
"
"
"
R C T C T r a f f i c a n d R e v e n u e S u m m a r y
T h e c h a r t b e l o w r e f l e c t s t h e t o t a l t r i p s b r e a k d o w n b e t w e e n F u l l T o l l t r i p s a n d H O V 3 +
t r i p s f o r F Y 2 0 1 6 - 1 7 o n a m o n t h l y b a s i s .
F Y 2 0 1 6 - 1 7 T r a f f i c V o l u m e O v e r v i e w
1 , 4 0 0 , 0 0 0
1 , 2 2 5 , 0 0 0
1 , 0 5 0 , 0 0 0
< I I 8 7 5 , 0 0 0
E
; : )
0 7 0 0 , 0 0 0 >
5 2 5 , 0 0 0
3 5 0 , 0 0 0
1 7 5 , 0 0 0
M a r - 1 7 A p r - 1 7 M a y - 1 7 J u n - 1 7
M o n t h
" F u l l T o l l L a n e s " 3 + L a n e s
T h e c h a r t b e l o w r e f l e c t s t h e g r o s s p o t e n t i a l r e v e n u e b r e a k d o w n b e t w e e n F u l l T o l l t r i p s
a n d H O V 3 + t r i p s f o r F Y 2 0 1 6 - 1 7 o n a m o n t h l y b a s i s .
$ 2 , 5 0 0 , 0 0 0
$ 2 , 3 0 0 , 0 0 0 t - - - - - - - - -
$ 2 , 1 0 0 , 0 0 0 t - - - - - - - - -
$ 1 , 9 0 0 , 0 0 0 1 - - - - - - - - -
4 > $ 1 , 7 0 0 , 0 0 0 t - - - - - - - - -
: : : 1
; $ 1 , 5 0 0 , 0 0 0 1 - - - - - - - - -
> ~ $ 1 , 3 0 0 , 0 0 0 1 - - - - - - - - -
$ 1 , 1 0 0 , 0 0 0 t - - - - - - - - -
$ 9 0 0 , 0 0 0 t - - - - - t ' : . i " "
$ 7 0 0 , 0 0 0 "
$ 5 0 0 , 0 0 0
M a r - 1 7
F Y 2 0 1 6 - 1 7 R e v e n u e S u m m a r y
A p r - 1 7 M a y - 1 7
M o n t h
" F u l l T o l l L a n e s " 3 + L a n e s
A E x p r e s s l ! . 1 L a n e s
J u n - 1 7
1 1
PEAK-HOUR VOLUMES
Peak t raffic vo l umes exceeded projected vo lu mes for t he hours highl ighted in ye ll ow on the
follow ing charts. The opening day toll policy p rovi des fo r a toll rate based on level of service
(LOS) volumes . The projected open ing da y LO S vo lu mes were exceeded for many hours as
depicted in the yellow h ighlight. Peak period e ast bou nd tolls were increased regularly to
address congestion at the 1-15/SR-91 spl it. O n May 81h tolls were adjusted for westbound and
eastbound non-peak hours where the LOS w as ex ce ed at least four times duri ng the first six
weeks of operation . Volumes will con t inue to be moni t o red and tolls will be adjusted as
necessary when volumes 1,564 vehicles as d efin e d i n the long-term toll policy .
A Express l!JLanes 12
•
•
•
~ ~~ ii UI tn ..... w tn • Eastbound Peak-hour Volume Eastbound PM Peak -County Line to McKinley Sunday 03/26117 Monday 03/27117 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400. 1500 1500. 1600 1600. 1700 1700. 1800 1800. 1900 1900. 2000 Sunday 04102/17 Monday 04/03/17 PM Time Price HOV SOV Vol. LOS Price HOV SOY Vol. LOS 1400. 1500 $1 40 196 556 752 B $1 40 156 1,070 1,226 0 1500 -1600 $1 40 148 470 618 B $3 85 216 932 1,148 c 1600 -1700 $1 40 207 538 745 B $3 85 169 861 1,030 c 1700 -1800 $140 181 453 634 B $3.85 188 832 1,020 c 1800 -1900 $1 40 185 377 562 B $3 85 230 919 1,149 c 1900 -2000 $1 40 217 430 647 B $2 10 169 687 856 c Sunday 04/09/17 Monday 04/10!17 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400 -1500 $1 40 158 361 519 B $1 40 142 1,141 1,283 D 1500 -1600 $1 40 197 446 643 B $385 211 882 1,093 c 1600 -1700 $1 40 230 461 691 B $385 180 967 1,147 c 1700 -1800 $1 40 224 495 719 B $3 85 185 900 1,085 c 1800 -1900 $1 40 181 421 602 B $3 85 227 936 1,163 c 1900 -2000 $1 40 191 341 532 B $2 10 134 612 746 B Sunday 04116117 Monday 04/17117 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400 -1500 $1.40 352 930 1,282 D $1 40 151 1,136 1,287 D 1500 -1600 $1 40 235 684 919 c $3 85 263 974 1,237 D 1600 -1700 $1 40 262 489 751 B $3 85 230 980 1,210 D 1700 -1800 $1 40 274 453 727 B $385 185 903 1,088 c 1800 -1900 $1.40 362 526 888 c $3.85 181 755 936 c 1900 -2000 $1 40 464 575 1,039 c $2.10 129 517 646 B Sunday 04/23117 Monday 04/24117 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400 -1500 $1 40 178 572 750 B $1 40 178 1,127 1,305 D 1500 -1600 $1 40 178 488 666 B $3 85 231 1,004 1,235 D 1600 -1700 $1 40 206 472 678 B $3 85 183 939 1, 122 c 1700 -1800 $1 40 190 491 681 B $3 85 182 981 1, 163 c 1800 -1900 $1 40 227 407 634 B $3 85 198 714 912 c 1900 -2000 $1 40 203 388 591 B $2 10 123 408 531 B Sunday 04/30117 Monday 05101117 PM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 1400-1500 $1 40 157 436 593 B 1500-1600 $1.40 195 440 635 B 1600 -1700 $1.40 217 472 689 B 1700 -1800 $1 40 202 389 591 B 1800 -1900 $1 40 188 367 555 B 1900 -2000 $1 40 225 371 596 B • Tuesday 03128117 Wednesday 03129/17 Price HOV SOV Vol. LOS Price HOV SOY Vol. LOS Tuesday 04104/17 Wednesday 04/05/17 Price HOV SOV Vol. LOS Price HOV SOY Vol. LOS $1 40 159 1,107 1,266 D $1 40 225 1,215 1,440 E $3 85 239 1,062 1,301 D $3 85 258 981 1,239 D $3 85 209 1,014 1,223 D $3 85 200 1,117 1,317 D $3 85 194 999 1,193 c $3 85 220 1,108 1,328 0 $3.85 207 892 1,099 c $3.85 237 957 1,194 c $2 10 232 852 1,084 c $2 10 210 904 1,114 c Tuesday 04111/17 Wednesday 04/12/17 Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS $1 40 175 1,231 1,406 E $1 40 179 1,301 1.480 E $3 85 211 1,034 1,245 D $4_95 231 1,005 1,236 0 $3 85 191 1,057 1,248 D $4.95 185 1,075 1,260 0 $3 85 188 965 1,153 c $4_95 197 1,095 1,292 D $385 190 970 1,160 c $4.95 218 959 1,177 c $2 10 161 680 841 c $2 10 185 866 1,051 c Tuesday 04118117 Wednesday 04/19117 Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS $1 40 182 1,162 1,344 D $1 40 207 1,300 1,507 E $3 85 218 1,025 1.243 D $4.95 229 1,044 1,273 D $3 85 201 1,021 1,222 D $4.95 202 1,006 1,208 D $3.85 197 969 1,166 c $4.95 221 1,028 1,249 D $3 85 221 1,013 1,234 D $4.95 215 951 1,166 c $2 10 173 695 668 c $2 10 183 752 935 c Tuesday 04125117 Wednesday 04126117 Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS $1 40 169 1,084 1,253 D $6 40 182 979 1,161 c $3 85 232 1,110 1.342 D $6.40 224 1,045 1,269 D $3 85 177 947 1,124 c $6.40 193 1,075 1,268 D $3 85 168 965 1,133 c $4 95 199 1,002 1,201 D $3 85 212 884 1,096 c $4 95 225 894 1,119 c $2 10 132 561 693 B $2 10 167 829 996 c Tuesday 05102117 Wednesday 05103111 Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS Thursday 03/30/17 Friday Price HOV SOV Vol. LOS Price Thursday 04/06/17 Friday Price HOV SOY Vol. LOS Price $4 95 207 1,220 1,427 E $6.40 $6.40 244 1,104 1,348 0 $640 $6 40 200 1,008 1,208 0 $6.40 $4 95 242 1,066 1,308 D $4.95 $4.95 264 1,026 1,290 D $4 95 $2 10 213 797 1,010 c $2 10 Thursday 04/13117 Friday Price HOV SOV Vol. LOS Price $6 40 174 1,252 1,426 E $8.40 $7 40 243 1,022 1,265 D $7.40 $7 40 231 1,011 1,242 D $7.40 $6 40 240 1,070 1,310 D $6.40 $4 95 246 1,122 1,368 0 $4 95 $2 10 245 1,075 1,320 D $2.10 Thursday 04/20117 Friday Price HOV SOV Vol. LOS Price $7.40 197 1,086 1,283 D $10_40 $9 40 218 836 1,054 c $9_40 $7 40 207 1,077 1,284 D $8.40 $6 40 242 1,163 1,405 E $6.40 $6.40 275 1,060 1,335 D $4.95 $2 10 217 994 1,211 D $2 10 Thursday 04/27117 Friday Price HOV SOV Vol. LOS Price $7 40 177 1,093 1,270 D $10.40 $9 40 235 1,052 1,287 D $10.40 $8 40 208 1,020 1,228 D $840 $7 40 235 1,011 1,246 D $7.40 $7 40 235 971 1, 193 c $4.95 $2 10 235 879 1,049 c $2 10 Thursday 05104117 Friday Price HOV SOV Vol. LOS Price 03/31117 HOV SOV Vol. LOS 04107111 HOV SOV Vol. LOS 224 1,238 1,462 E 298 1,358 1,656 F 216 1,155 1,371 D 240 1,076 1,316 D 285 1,004 1,289 D 205 784 989 c 04114117 HOV SOV Vol. LOS 244 1,371 1,615 F 401 2,254 2,655 F 237 1,355 1,592 F 234 1,034 1,268 D 201 774 975 c 150 477 627 B 04121117 HOV SOV Vol. LOS 192 1,111 1,303 D 283 1,144 1,427 E 206 1,069 1,275 D 208 996 1,204 D 285 1,067 1,352 D 165 792 957 c 04128/17 HOV SOV Vol. LOS 205 1,112 1,317 D 298 1,090 1,388 D 233 1,136 1,369 D 201 1,003 1,204 D 212 935 1,147 c 212 761 973 c 05105/17 HOV SOV Vol. LOS Saturday Price HOV SOV $1_40 220 988 $1 40 226 893 $1 40 246 873 $1 40 244 763 $1 40 223 663 $1 40 200 466 Saturday Price HOV SOY $1 40 223 923 $1 40 239 866 $1 40 254 744 $1 40 222 698 $1 40 246 713 $1 40 213 545 Saturday Price HOV SOV $1 40 216 808 $1 40 245 760 $1 40 236 805 $1 40 203 693 $1 40 236 489 $1 40 171 373 Saturday Price HOV SOV • 04/01117 Vol. LOS 1,208 D 1,119 c 1,119 c 1,007 c 886 c 666 B 04/08/17 Vol. LOS 1,146 c 1,105 c 998 c 920 c 959 c 758 B 04115/17 Vol. LOS 1,024 c 1,005 c 1,041 c 896 c 725 B 544 B 04/22117 Vol. LOS m )> CJ) ~ OJ 0 c z c ""'O m )> " I :c 0 c ::0 < 0 r c s: m CJ) $1 40 281 1,006 1,287 D $1 40 263 999 1,262 D $1 40 256 941 1,197 c $1 40 172 710 882 c $1 40 279 752 1,031 c $1 40 218 559 777 B Saturday 04/29117 Price HOV SOV Vol. LOS $1 40 223 973 1, 196 c $1 40 264 863 1,127 c $1 40 249 851 1, 100 c $1 40 206 669 875 c $1 40 258 799 1,055 c $1 40 177 580 757 B Saturday 05106/17 Price HOV SOV Vol. LOS
~ ~~ i"a UI~ f-' -+=' UI ., Eastbound PM Peak ·County Line to 1-16 South Sunday 03126117 Monday PM llme Price HOV SOY Vol. LOS Price HOV SOV 1400 -1500 1500 -1600 1600 -1700 1700 -1800 1800 -1900 1900 -2000 Sunday 04102117 Monday PM lime Price HOV SOV Vol. LOS Price HOV SOY 1400 -1500 $1.80 131 302 433 B $1.80 67 615 1500 -1600 $1.80 111 269 380 A $2.75 85 537 1600 -1700 $1.80 136 283 419 B $2.75 89 517 1700 -1800 $1.80 143 259 402 B $2.75 80 506 1800 -1900 $1.80 113 199 312 A $2.75 103 489 1900 -2000 $1.80 158 211 369 A $2.75 96 337 Sunday 04109117 Monday PM lime Price HOV SOV Vol. LOS Price HOV sov 1400 -1500 $1.80 120 216 336 A $1.80 84 647 1500 -1600 $1.80 99 248 347 A $2.75 87 510 1600 -1700 $1 80 128 274 402 B $2.75 84 570 1700 -1800 $1.80 134 243 377 A $2.75 88 549 1800 -1900 $1.80 109 177 286 A $2.75 100 479 1900 -2000 $1.80 124 188 312 A $2.75 75 366 Sunday 04116117 Monday PM lime Price HOV SOV Vol. LOS Price HOV SOV 1400 -1500 $1.80 182 395 577 B $1.80 81 633 1500 -1600 $1.80 171 300 471 B $2.75 107 571 1600 -1700 $1.80 213 310 523 B $2.75 111 560 1700 -1800 $1.80 208 257 465 B $2.75 93 522 1800 -1900 $1.80 231 254 485 B $2.75 87 387 1900 -2000 $1.80 366 347 713 B $2.75 78 298 Sunday 04123117 Monday PM lime Price HOV sov Vol. LOS Price HOV SOV 1400 -1500 $1.80 134 285 419 B $1.80 77 658 1500 -1600 $1.80 129 262 391 A $2.75 107 599 1600 -1700 $1.80 121 232 353 A $2.75 80 575 1700 -1800 $1.80 152 256 408 B $2.75 98 544 1800. 1900 $1.80 124 189 313 A $2.75 71 459 1900 -2000 $1.80 142 187 329 A $2.75 66 241 Sunday 04130117 Monday PM Time Price HOV SOV Vol. LOS Price HOV SOV 1400 -1500 $1.80 112 246 358 A 1500 -1600 $1.80 130 226 356 A 1600 -1700 $1.80 142 274 416 B 1700 -1800 $1.80 122 206 328 A 1800 -1900 $1.80 140 191 331 A 1900 -2000 $1.80 131 185 316 A 03127117 Tuesday 03128117 Vol. LOS Price HOV sov Vol. LOS 04103117 Tuesday 04104117 Vol. LOS Price HOV SOV Vol. LOS 682 B $1.80 91 625 716 B 622 B $2.75 103 589 692 B 606 B $2.75 100 653 753 B 586 B $2.75 86 556 642 B 592 B $2.75 100 512 612 B 433 B $2.75 111 500 611 B 04110117 Tuesday 04111117 Vol. LOS Price HOV SOV Vol. LOS 731 B $1.80 98 722 820 c 597 B $2.75 111 611 722 B 654 B $2.75 83 601 684 B 637 B $2.75 89 558 647 B 579 B $2.75 88 499 587 B 441 B $2.75 103 415 518 B 04117117 Tuesday 04/18117 Vol. LOS Price HOV SOV Vol. LOS 714 B $1.80 71 746 817 c 678 B $2.75 96 627 723 B 671 B $2.75 108 583 691 B 615 B $2.75 92 601 693 B 474 B $2.75 101 624 725 B 376 A $2.75 97 389 486 B 041-24117 Tuesday 04125117 Vol. LOS Price HOV sov Vol. LOS 735 B $1.80 78 686 764 B 706 B $2.75 96 659 755 B 655 B $2.75 88 553 641 B 642 B $2.75 86 563 649 B 530 B $2.75 98 530 628 B 307 A $2.75 76 356 432 B 05101117 Tuesday 05102117 Vol. LOS Price HOV sov Vol. LOS Wednesday 03129117 Thursday 03/30117 Friday 03131117 Saturday 04/01117 Price HOV SOV Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS $1.80 122 470 592 B $1.80 135 442 577 B $1.80 134 450 584 B $1.80 139 414 553 B $1.80 137 368 505 B $1.80 124 251 375 A Wednesday 04105117 Thursday 04106117 Friday 04/07117 Saturday 04/08117 Price HOV SOV Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS Price HOV SOV Vol. LOS $1.80 87 702 789 B $2.75 76 724 800 B $2.75 93 682 775 B $1.80 118 417 535 B $2.75 88 683 771 B $4.95 96 643 739 B $4.95 110 555 665 B $1.80 127 401 528 B $2.75 93 550 643 B $2.75 98 569 667 B $2.75 93 464 557 B $1.80 147 379 526 B $2.75 105 600 705 B $2.75 106 651 757 B $2.75 92 554 646 B $1.80 119 391 510 B $2.75 98 538 636 B $2.75 91 504 595 B $2.75 130 536 666 B $1.80 126 364 490 B $2.75 123 503 626 B $2.75 100 456 556 B $2.75 98 408 506 B $1.80 141 300 441 B Wednesday 04112117 Thursday 04/13117 Friday 04114117 Saturday 04115117 Price HOV SOY Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS $1.80 121 752 873 c $2.75 88 744 832 c $2.75 96 555 651 B $1.80 143 458 601 B $2.75 87 689 776 B $4.95 100 685 785 B $4.95 77 207 284 A $1.80 155 434 589 B $2.75 82 568 650 B $2.75 89 492 581 B $2 75 91 333 424 B $1 80 167 403 570 B $2.75 110 620 730 B $2.75 122 619 741 B $2.75 105 520 625 B $1.80 117 338 455 B $2.75 121 521 642 B $2.75 109 580 689 B $2.75 123 380 503 B $1.80 117 257 374 A $2.75 110 462 572 B $2.75 99 528 627 B $2.75 114 253 367 A $1.80 125 214 339 A Wednesday 04119117 Thursday 04120117 Friday 04121117 Saturday 04122117 Price HOV SOV Vol. LOS Price HOV SOY Vol. LOS Price HOV sov Vol. LOS Price HOV SOV Vol. LOS $1.80 79 737 816 c $2.75 93 762 855 c S2.75 94 741 835 c $1.80 123 480 603 B $2.75 95 647 742 B $4.95 74 511 585 B $4.95 107 672 779 B $1.80 141 464 605 B $2.75 74 591 665 B $2.75 102 647 749 B $2.75 88 515 603 B $1.80 155 436 591 B $2.75 113 679 792 B $2.75 112 773 885 c $2.75 90 576 666 B $1.80 102 356 458 B $2.75 97 703 800 B $2.75 97 614 711 B $2.75 115 611 726 B $1.80 160 409 569 B $2.75 97 495 592 B $2.75 111 583 694 B $2.75 88 397 485 B $1.80 144 300 444 B Wednesday 04126117 Thursday 04127117 Friday 04128117 Saturday 04129117 Price HOV SOY Vol. LOS Price HOV SOV Vol. LOS Price HOV sov Vol. LOS Price HOV SOV Vol. LOS $1.80 86 691 777 B $2.75 95 722 817 c $4.95 95 602 697 B $1.80 109 388 497 B $2.75 94 658 752 B $4.95 77 605 682 B $4.95 118 600 718 B $1.80 136 475 611 B $2.75 98 609 707 B $2.75 80 558 638 B $2.75 104 529 633 B $1.80 130 464 594 B $2.75 96 563 659 B $2.75 94 555 649 B $2.75 98 510 608 B $1.80 118 311 429 B $2.75 107 578 685 B $2.75 90 567 657 B $2.75 95 439 534 B $1.80 138 350 488 B $2.75 103 427 530 B $2.75 88 440 528 B $2.75 98 391 489 B $1.80 124 288 412 B Wednesday 05103117 Thursday 05104117 Friday 05105117 Saturday 05106117 Price HOV sov Vol. LOS Price HOV SOV Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS • •
" " ? " J I W e s t b o u n d P e a k - h o u r V o l u m e - - - - - - - - - - - - - i i v i m f - ' V 1 l l t A M T i m e 0 4 0 0 - 0 5 0 0 0 5 0 0 . 0 6 0 0 0 6 0 0 . 0 7 0 0 0 7 0 0 . 0 8 0 0 0 8 0 0 . 0 9 0 0 0 9 0 0 - 1 0 0 0 A M T i m e 0 4 0 0 . 0 5 0 0 0 5 0 0 . 0 6 0 0 0 6 0 0 . 0 7 0 0 0 7 0 0 . 0 8 0 0 0 8 0 0 - 0 9 0 0 0 9 0 0 - 1 0 0 0 A M T i m e 0 4 0 0 . 0 5 0 0 0 5 0 0 . 0 6 0 0 0 6 0 0 . 0 7 0 0 0 7 0 0 . 0 8 0 0 0 8 0 0 . 0 9 0 0 0 9 0 0 . 1 0 0 0 A M T i m e 0 4 0 0 . 0 5 0 0 0 5 0 0 . 0 6 0 0 0 6 0 0 . 0 7 0 0 0 7 0 0 . 0 8 0 0 0 8 0 0 . 0 9 0 0 0 9 0 0 . 1 0 0 0 A M T i m e 0 4 0 0 . 0 5 0 0 0 5 0 0 - 0 6 0 0 0 6 0 0 . 0 7 0 0 0 7 0 0 . 0 8 0 0 0 8 0 0 - 0 9 0 0 0 9 0 0 - 1 0 0 0 A M T i m e 0 4 0 0 . 0 5 0 0 0 5 0 0 . 0 6 0 0 0 6 0 0 . 0 7 0 0 0 7 0 0 . 0 8 0 0 0 8 0 0 . 0 9 0 0 0 9 0 0 . 1 0 0 0 S u n d a y P r i c e H O V S O V S u n d a y P r i c e H O V S O V $ 1 . 4 0 4 7 $ 1 . 4 0 2 3 $ 1 . 4 0 5 3 9 $ 1 . 4 0 4 1 8 $ 1 . 4 0 4 1 0 $ 1 . 4 0 8 1 4 S u n d a y P r i c e H O V S O V $ 1 . 4 0 1 0 1 4 $ 1 . 4 0 1 1 3 2 $ 1 . 4 0 1 9 6 1 $ 1 . 4 0 4 2 1 0 9 $ 1 . 4 0 9 7 1 7 6 $ 1 . 4 0 1 5 1 3 0 7 S u n d a y P r i c e H O V S O V $ 1 . 4 0 1 4 1 4 $ 1 . 4 0 1 2 2 3 $ 1 . 4 0 1 6 3 1 $ 1 . 4 0 4 0 8 2 $ 1 . 4 0 1 0 5 1 2 3 $ 1 . 4 0 1 8 2 2 8 3 S u n d a y P r i c e H O V s o v $ 1 . 4 0 1 6 1 5 $ 1 . 4 0 1 6 $ 1 . 4 0 0 0 $ 1 . 4 0 1 6 $ 1 . 4 0 3 1 $ 1 . 4 0 1 0 S u n d a y P r i c e H O V S O V $ 1 . 4 0 1 4 1 9 $ 1 . 4 0 1 5 3 6 $ 1 . 4 0 4 2 8 6 $ 1 . 4 0 6 8 1 2 9 $ 1 . 4 0 1 1 4 2 0 9 $ 1 . 4 0 1 8 5 3 5 7 0 3 / 2 6 1 1 7 M o n d a y 0 3 / 2 7 / 1 7 V o l . L O S P r i c e H O V S O V V o l . L O S 0 4 / 0 2 / 1 7 M o n d a y 0 4 / 0 3 / 1 7 V o l . L O S P r i c e H O V s o v V o l . L O S 1 1 A $ 1 . 4 0 2 2 4 7 5 5 9 7 9 c 5 A $ 3 . 8 5 3 2 2 1 , 4 8 0 1 . 8 0 2 F 4 4 A $ 4 . 9 5 2 8 5 1 , 3 9 2 1 , 6 7 7 F 2 2 A $ 4 . 9 5 2 3 9 1 , 5 0 5 1 , 7 4 4 F 1 4 A $ 3 . 8 5 1 6 1 1 , 1 5 0 1 . 3 1 1 0 2 2 A $ 2 . 1 0 1 2 9 7 5 3 8 8 2 c 0 4 / 0 9 / 1 7 M o n d a y 0 4 1 1 0 / 1 7 V o l . L O S P r i c e H O V s o v V o l . L O S 2 4 A $ 1 . 4 0 2 3 3 8 4 2 1 , 0 7 5 " c 4 3 A $ 3 . 8 5 3 7 3 1 , 5 9 1 1 , 9 6 4 F 8 0 A $ 4 . 9 5 2 8 9 1 , 4 5 8 1 . 7 4 7 F 1 5 1 A $ 4 . 9 5 1 9 9 1 , 4 4 6 1 , 6 4 5 F 2 7 3 A $ 3 . 8 5 1 2 7 1 , 3 7 6 1 . 5 0 3 E 4 5 8 B $ 2 . 1 0 1 0 4 8 6 4 9 6 8 c 0 4 / 1 6 1 1 7 M o n d a y 0 4 / 1 7 1 1 7 V o l . L O S P r i c e H O V S O V V o l . L O S 2 8 A $ 1 . 4 0 2 1 5 8 3 8 1 , 0 5 3 c 3 5 A $ 3 . 8 5 3 7 1 1 , 5 2 9 1 , 9 0 0 F 4 7 A $ 4 . 9 5 2 9 8 1 . 3 9 9 1 . 6 9 7 F 1 2 2 A $ 4 . 9 5 2 0 0 1 , 6 0 6 1 , 8 0 6 F 2 2 8 A $ 3 . 8 5 1 7 4 1 , 3 9 5 1 , 5 6 9 F 4 6 5 B $ 2 . 1 0 1 6 8 1 , 0 1 6 1 , 1 8 4 c 0 4 / 2 3 1 1 7 M o n d a y 0 4 / 2 4 / 1 7 V o l . L O S P r i c e H O V S O V V o l . L O S 3 1 A $ 1 . 4 0 2 2 8 8 7 4 1 . 1 0 2 c 7 A $ 3 . 8 5 3 5 2 1 , 4 8 6 1 , 8 3 8 F 0 A $ 4 . 9 5 3 1 6 1 , 2 5 5 1 , 5 7 1 F 7 A $ 4 . 9 5 2 0 4 1 , 4 4 2 1 , 6 4 6 F 4 A $ 3 . 8 5 1 8 5 1 , 5 6 1 1 , 7 4 6 F 1 A $ 2 . 1 0 1 1 9 1 , 0 4 3 1 , 1 6 2 c 0 4 / 3 0 1 1 7 M o n d a y 0 5 / 0 1 / 1 7 V o l . L O S P r i c e H O V S O V V o l . L O S 3 3 A 5 1 A 1 2 8 A 1 9 7 A 3 2 3 A 5 4 2 B T u e s d a y 0 3 / 2 8 / 1 7 W e d n e s d a y 0 3 / 2 9 1 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V S O V V o l . L O S T u e s d a y 0 4 / 0 4 1 1 7 W e d n e s d a y 0 4 / 0 5 / 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V S O V V o l . L O S $ 1 . 4 0 2 4 3 8 1 5 1 , 0 5 8 c $ 1 . 4 0 2 4 3 7 9 3 1 , 0 3 6 c $ 3 . 8 5 3 7 6 1 , 5 5 0 1 , 9 2 6 F $ 3 . 8 5 3 4 8 1 , 4 6 8 1 . 8 1 6 F $ 4 . 9 5 2 8 8 1 , 4 6 8 1 , 7 5 6 F 5 4 . 9 5 3 2 0 1 , 3 7 0 1 , 6 9 0 F $ 4 . 9 5 2 6 0 1 , 4 5 7 1 , 7 1 7 F $ 4 . 9 5 2 6 2 1 , 5 0 5 1 , 7 6 7 F $ 3 . 8 5 1 5 6 1 . 2 4 9 1 . 4 0 5 E $ 3 . 8 5 1 7 6 1 . 2 3 3 1 . 4 0 9 E $ 2 . 1 0 1 4 8 9 1 2 1 , 0 6 0 c $ 2 . 1 0 1 8 8 8 1 6 1 , 0 0 4 c T u e s d a y 0 4 1 1 1 1 1 7 W e d n e s d a y 0 4 / 1 2 / 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V S O V V o l . L O S $ 1 . 4 0 2 3 3 7 7 9 1 , 0 1 2 c S 1 . 4 0 2 4 4 8 2 3 1 , 0 6 7 c $ 3 8 5 2 5 5 9 9 3 1 , 2 4 8 0 $ 3 . 8 5 3 5 1 1 , 4 2 3 1 , 7 7 4 F $ 4 . 9 5 2 6 3 1 , 2 6 3 1 , 5 2 6 E $ 4 . 9 5 2 5 3 1 , 3 0 6 1 , 5 5 9 E $ 4 . 9 5 2 6 0 1 , 7 1 7 1 , 9 7 7 F $ 4 . 9 5 2 5 1 1 , 6 3 2 1 , 8 8 3 F $ 3 . 8 5 1 3 9 1 . 3 9 9 1 , 5 3 8 E $ 3 . 8 5 1 5 0 1 , 3 5 8 1 , 5 0 8 E $ 2 . 1 0 1 0 7 9 3 6 1 . 0 4 3 c $ 2 . 1 0 1 1 9 9 6 7 1 , 0 8 6 c T u e s d a y 0 4 / 1 8 / 1 7 W e d n e s d a y 0 4 / 1 9 1 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V S O V V o l . L O S $ 1 . 4 0 2 5 3 8 1 9 1 , 0 7 2 c $ 1 . 4 0 2 4 1 8 6 6 1 , 1 0 7 c $ 3 . 8 5 3 3 0 1 . 3 6 1 1 . 6 9 1 F $ 3 . 8 5 3 5 3 1 . 4 0 8 1 , 7 6 1 F $ 4 . 9 5 2 9 6 1 , 3 1 4 1 , 6 1 0 F $ 4 . 9 5 2 8 9 1 , 3 5 0 1 . 6 3 9 F $ 4 . 9 5 2 2 8 1 , 7 5 0 1 . 9 7 8 F $ 4 . 9 5 2 2 0 1 , 5 8 0 1 , 8 0 0 F $ 3 . 8 5 1 7 8 1 . 5 1 0 1 , 6 8 8 F $ 3 . 8 5 1 4 0 1 . 2 9 4 1 , 4 3 4 E $ 2 . 1 0 1 2 8 9 8 3 1 . 1 1 1 c $ 2 . 1 0 1 0 9 8 6 0 9 6 9 c T u e s d a y 0 4 / 2 5 / 1 7 W e d n e s d a y 0 4 / 2 6 1 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V S O V V o l . L O S $ 1 . 4 0 2 7 4 8 2 6 1 , 1 0 0 c $ 1 . 4 0 2 4 4 8 2 4 1 . 0 6 8 c $ 3 . 8 5 3 6 0 1 . 4 6 7 1 , 8 2 7 F $ 3 . 8 5 3 5 8 1 , 3 8 8 1 . 7 4 6 F $ 4 . 9 5 3 0 7 1 , 3 5 5 1 , 6 6 2 F $ 4 . 9 5 3 3 3 1 . 2 9 3 1 . 6 2 6 F $ 4 . 9 5 2 3 8 1 , 6 0 9 1 . 8 4 7 F $ 4 . 9 5 2 3 8 1 , 6 6 2 1 , 9 0 0 F $ 3 . 8 5 1 6 0 1 , 4 7 3 1 . 6 3 3 F $ 3 . 8 5 1 4 1 1 , 3 6 9 1 , 5 1 0 E $ 2 . 1 0 1 0 9 9 3 0 1 , 0 3 9 c $ 2 . 1 0 8 6 7 6 3 8 4 9 c T u e s d a y 0 5 / 0 2 / 1 7 W e d n e s d a y 0 5 / 0 3 / 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V S O V V o l . L O S T h u r s d a y 0 3 / 3 0 / 1 7 F r i d a y 0 3 / 3 1 1 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V S O V V o l . L O S T h u r s d a y 0 4 / 0 6 1 1 7 F r i d a y 0 4 / 0 7 1 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V s o v V o l . L O S $ 1 . 4 0 2 3 2 7 3 3 9 6 5 c $ 1 . 4 0 1 9 1 6 5 1 8 4 2 c $ 3 . 8 5 3 8 1 1 , 5 7 4 1 . 9 5 5 F $ 3 . 8 5 3 5 5 1 , 3 6 2 1 . 7 1 7 F $ 4 . 9 5 2 7 7 1 , 4 4 3 1 , 7 2 0 F $ 4 . 9 5 2 6 3 1 , 2 3 6 1 , 4 9 9 E $ 4 . 9 5 2 7 2 1 , 5 5 9 1 . 8 3 1 F 5 4 . 9 5 2 1 7 1 , 2 3 6 1 . 4 5 3 E $ 3 . 8 5 1 8 1 1 . 3 6 0 1 . 5 4 1 E $ 3 . 8 5 1 5 3 8 9 0 1 , 0 4 3 c $ 2 . 1 0 2 0 2 1 . 0 4 7 1 , 2 4 9 0 $ 2 . 1 0 1 1 1 6 1 9 7 3 0 B T h u r s d a y 0 4 / 1 3 / 1 7 F r i d a y 0 4 / 1 4 1 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V s o v V o l . L O S $ 1 . 4 0 2 3 7 7 6 0 9 9 7 c 5 1 . 4 0 1 7 3 5 5 2 7 2 5 B $ 3 . 8 5 3 6 2 1 , 5 4 4 1 , 9 0 6 F $ 3 . 8 5 3 2 2 1 . 3 6 8 1 . 6 9 0 F $ 4 . 9 5 2 7 7 1 , 4 4 0 1 . 7 1 7 F $ 4 . 9 5 2 1 7 1 , 0 3 6 1 , 2 5 3 0 $ 4 . 9 5 1 9 6 1 , 4 8 6 1 , 6 8 2 F $ 4 . 9 5 1 8 0 9 9 9 1 , 1 7 9 c $ 3 . 8 5 1 4 5 1 , 2 4 8 1 , 3 9 3 0 $ 3 . 8 5 1 1 5 8 2 2 9 3 7 c $ 2 . 1 0 1 0 7 8 7 9 9 8 6 c $ 2 . 1 0 1 0 2 6 5 9 7 6 1 B T h u r s d a y 0 4 / 2 0 / 1 7 F r i d a y 0 4 / 2 1 / 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V s o v V o l . L O S $ 1 . 4 0 2 4 6 6 4 8 8 9 4 c $ 1 . 4 0 2 2 7 7 6 8 9 9 5 c $ 3 . 8 5 3 4 3 1 , 3 7 8 1 . 7 2 1 F $ 3 . 8 5 3 6 1 1 , 4 3 0 1 . 7 9 1 F $ 4 . 9 5 3 3 9 1 , 4 1 7 1 , 7 5 6 F $ 4 . 9 5 2 7 8 1 , 2 1 8 1 , 4 9 6 E $ 4 . 9 5 2 4 1 1 , 6 2 7 1 , 8 6 8 F 5 4 . 9 5 2 0 1 1 , 2 4 0 1 , 4 4 1 E $ 3 . 8 5 1 8 7 1 , 3 6 7 1 , 5 5 4 E S 3 . 8 5 1 2 7 1 , 0 0 7 1 , 1 3 4 c $ 2 1 0 1 2 1 9 1 6 1 , 0 3 7 c $ 2 . 1 0 1 2 5 9 5 1 1 , 0 7 6 c T h u r s d a y 0 4 / 2 7 / 1 7 F r i d a y 0 4 / 2 8 1 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V S O V V o l . L O S $ 1 . 4 0 2 6 4 8 6 9 1 , 1 3 3 c $ 1 . 4 0 2 3 6 7 6 8 1 , 0 0 4 c $ 3 . 8 5 3 9 7 1 , 7 7 6 2 . 1 7 3 F $ 3 . 8 5 3 7 1 1 . 3 5 6 1 , 7 2 7 F $ 4 . 9 5 3 0 3 1 , 4 6 5 1 , 7 6 8 F $ 4 . 9 5 2 7 7 1 , 3 1 1 1 , 5 8 8 F $ 4 . 9 5 2 2 9 1 , 7 8 1 2 , 0 1 0 F $ 4 . 9 5 1 9 0 1 . 2 6 5 1 . 4 5 5 E $ 3 . 8 5 1 7 0 1 , 5 0 3 1 , 6 7 3 F $ 3 . 8 5 1 4 3 1 , 0 8 7 1 . 2 3 0 0 $ 2 . 1 0 1 1 8 9 9 4 1 , 1 1 2 c $ 2 . 1 0 1 1 6 6 9 4 8 1 0 c T h u r s d a y 0 5 / 0 4 / 1 7 F r i d a y 0 5 / 0 5 / 1 7 P r i c e H O V S O V V o l . L O S P r i c e H O V s o v V o l . L O S - S a t u r d a y P r i c e H O V s o v $ 1 . 4 0 2 3 5 2 $ 1 . 4 0 3 4 1 0 5 $ 1 . 4 0 6 5 2 1 1 $ 1 . 4 0 1 0 4 2 5 5 $ 1 . 4 0 1 1 6 3 8 8 $ 1 . 4 0 1 5 9 4 2 8 S a t u r d a y P r i c e H O V s o v $ 1 . 4 0 2 5 5 0 $ 1 . 4 0 3 5 1 1 4 $ 1 . 4 0 7 5 2 9 9 $ 1 . 4 0 8 2 2 9 1 $ 1 . 4 0 1 1 3 3 5 1 $ 1 . 4 0 1 5 5 3 9 2 S a t u r d a y P r i c e H O V S O V $ 1 . 4 0 1 6 2 9 $ 1 . 4 0 2 8 9 2 $ 1 . 4 0 4 6 1 5 0 $ 1 . 4 0 7 9 1 9 3 $ 1 . 4 0 1 0 5 2 8 9 $ 1 . 4 0 1 7 8 3 8 9 S a t u r d a y P r i c e H O V s o v $ 1 . 4 0 1 4 2 8 $ 1 . 4 0 4 5 1 3 7 $ 1 . 4 0 9 1 2 4 0 $ 1 . 4 0 9 7 2 9 7 $ 1 . 4 0 1 4 2 4 1 3 $ 1 . 4 0 1 9 9 4 2 8 S a t u r d a y P r i c e H O V s o v $ 1 . 4 0 3 1 5 8 $ 1 . 4 0 4 0 1 4 5 $ 1 . 4 0 6 9 2 3 7 $ 1 . 4 0 9 7 3 5 5 $ 1 . 4 0 1 4 5 3 6 3 $ 1 . 4 0 1 8 6 5 3 8 S a t u r d a y P r i c e H O V s o v " 0 4 1 0 1 / 1 7 V o l . L O S 7 5 A 1 3 9 A 2 7 6 A 3 5 9 A 5 0 4 B 5 8 7 B 0 4 / 0 8 1 1 7 V o l . L O S 7 5 A 1 4 9 A 3 7 4 A 3 7 3 A 4 6 4 B 5 4 7 B 0 4 / 1 5 / 1 7 V o l . L O S 4 5 A 1 2 0 A 1 9 6 A 2 7 2 A 3 9 4 A 5 6 7 B 0 4 1 2 2 1 1 7 V o l . L O S 4 2 A 1 8 2 A 3 3 1 A 3 9 4 A 5 5 5 B 6 2 7 B 0 4 / 2 9 1 1 7 V o l . L O S 8 9 A 1 8 5 A 3 0 6 A 4 5 2 B 5 0 8 B 7 2 4 8 0 5 1 0 6 / 1 7 V o l . L O S : E m ( / ) - i C J 0 c z c " " C m ) > " I : I : 0 c : : : 0 < 0 r c s : m ( / )
~ ~~ i"a UI~ I-' °' UI • .......... _ _. ... .,_r-.•••. __ ... . ...... .,_, ... ·----· ... ,.. _,, .... Sunday 03126117 Monday 03127117 AM Time Price HOV SOV Vol. LOS Price HOV sov Vol. LOS 0400 -0500 0500 -0600 0600. 0700 0700. 0800 0800. 0900 0900. 1000 Sunday 04102117 Monday 04103117 AM Time Price HOV sov Vol. LOS Price HOV sov Vol. LOS 0400. 0500 $1.80 5 2 7 A $1.80 151 675 826 c 0500. 0600 $1.80 0 1 1 A $2.75 145 948 1.093 c 0600. 0700 $1.80 0 0 0 A $4.95 150 892 1.042 c 0700. 0800 $1.80 0 0 0 A $4.95 116 896 1,012 c 0800. 0900 $1.80 0 1 1 A S2.75 61 739 800 B 0900. 1000 $1.80 0 0 0 A $2.75 59 576 635 B Sunday 04109117 Monday 04110117 AM Time Price HOV sov Vol. LOS Price HOV SOV Vol. LOS 0400. 0500 $1.80 13 21 34 A $1.80 132 723 855 c 0500. 0600 S1.80 12 41 53 A $2.75 162 1.008 1, 170 c 0600. 0700 $1.80 23 61 84 A $4.95 175 930 1, 105 c 0700. 0800 $1 80 38 108 146 A $4.95 105 998 1, 103 c 0800. 0900 $1.80 62 160 222 A $2.75 79 802 881 c 0900 -1000 $1.80 122 229 351 A $2.75 79 595 674 B Sunday 04116117 Monday 04117117 AM Time Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS 0400 -0500 $1.80 5 22 27 A $1.80 148 675 823 c 0500. 0600 $1.80 11 26 37 A S2.75 163 1,074 1,237 D 0600. 0700 $1.80 8 39 47 A $4.95 182 1,013 1, 195 c 0700. 0800 $1.80 30 67 97 A $4.95 114 993 1, 107 c 0800 -0900 $1.80 58 115 173 A $2.75 94 789 883 c 0900. 1000 $1.80 180 211 391 A $2.75 75 604 679 B Sunday 04123117 Monday 04124117 AM Time Price HOV SOV Vol. LOS Price HOV sov v01. LOS 0400. 0500 $1.80 9 12 21 A $1.80 145 748 893 c 0500. 0600 $1.80 0 0 0 A $2.75 175 1. 147 1,322 D 0600. 0700 $1.80 0 0 0 A $4.95 205 1.082 1.287 D 0700. 0800 $1.80 0 1 1 A $4.95 163 1.211 1.374 D 0800. 0900 $1.80 0 1 1 A $2.75 84 903 987 c 0900. 1000 $1.80 0 0 0 A $2.75 63 643 706 B Sunday 04130117 Monday 05101117 AM Time Price HOV sov Vol. LOS Price HOV SOV Vol. LOS 0400 -0500 $1.80 10 25 35 A 0500. 0600 $1.80 17 37 54 A 0600 -0700 $1.80 36 60 96 A 0700 -0800 $1.80 53 105 158 A 0800. 0900 $1.80 71 161 232 A 0900. 1000 $1.80 118 240 358 A Tuesday 03128117 Price HOV sov Vol. LOS Tuesday 04104117 Price HOV sov Vol. LOS $1.80 132 636 768 B $2.75 163 1,011 1.174 c $4.95 173 892 1.065 c $4.95 105 1,012 1, 117 c $2.75 68 848 916 c $2.75 79 645 724 B Tuesday 04111117 Price HOV sov Vol. LOS $1.80 134 636 770 B S2.75 125 836 961 c $4.95 180 1,050 1,230 D $4 95 1117 .2· 1,228 D $2.75 81 979 1,060 c $2.75 89 670 759 B Tuesday 04118117 Price HOV sov Vol. LOS $1.80 137 687 824 c $2.75 177 1.141 1,318 D $4.95 186 1,089 1,275 D $4.95 148 1,253 1,401 E $2.75 84 954 1,038 c $2.75 92 715 807 c Tuesday 04125117 Price HOV sov Vol. LOS $1.80 136 712 848 c $2.75 189 1, 124 1,313 D $4.95 200 1,072 1.272 D $4.95 162 1.221 1.383 D $2.75 84 952 1,036 c $2.75 74 683 757 B Tuesday 05102117 Price HOV sov Vol. LOS Wednesday 03129117 Thursday 03130117 Friday 03131117 Saturday 04101117 Price HOV sov Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS $1.80 14 36 50 A $1.80 17 67 84 A $1.80 35 152 187 A $1.80 53 160 213 A $1.80 85 281 366 A $1.80 93 283 376 A Wednesday 04105117 Thursday 04106117 Friday 04107117 Saturday 04108117 Price HOV sov Vol. LOS Price HOV SOV Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS $1.80 142 617 759 B $1.80 138 611 749 B $1.80 116 510 626 B $1.80 17 39 56 A $2.75 169 999 1, 168 c $2.75 160 963 1.123 c $2.75 141 816 957 c $1.80 21 81 102 A $4.95 185 969 1, 154 c $4.95 161 911 1,072 c $4.95 168 742 910 c $1.80 44 137 181 A $4.95 117 1,047 1, 164 c $4.95 103 961 1,064 c $4.95 97 805 902 c $1.80 43 219 262 A $2.75 76 837 913 c $2.75 88 881 969 c $2.75 73 647 720 B $1.80 81 282 363 A $2.75 88 662 750 B $2.75 74 674 748 B $2.75 66 481 547 B $1.80 95 274 369 A Wednesday 04112117 Thursday 04113117 Friday 04114117 Saturday 04115117 Price HOV sov Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS $1.80 134 649 783 B $1.80 134 599 733 B $1.80 95 430 525 B $1.80 16 29 45 A $2.75 157 997 1, 154 c $2.75 162 1.065 1,227 D S2.75 133 764 897 c $1.80 26 64 90 A $4.95 184 1,005 1, 189 c $4.95 194 1.014 1,208 D $4.95 138 674 812 c $1.80 28 108 136 A S4 9o 126 1.077 .203 D $4.95 113 1,022 1.135 c $4.95 81 631 712 B $1.80 51 157 208 A $2.75 64 902 966 c $2.75 74 882 956 c $2.75 68 513 581 B $1.80 84 231 315 A $2.75 108 706 814 c $2.75 86 606 692 B $2.75 81 438 519 B $1.80 112 290 402 B Wednesday 04119117 Thursday 04120117 Friday 04121117 Saturday 04122117 Price HOV sov Vol. LOS Price HOV sov Vol. LOS Price HOV SOV Vol. LOS Price HOV SOV Vol. LOS $1.80 130 720 850 c $1.80 144 666 810 c $1.80 105 567 672 B $1.80 16 55 71 A $2.75 179 1.180 1,359 D S2.75 167 1, 152 1.319 D $2.75 133 853 986 c $1.80 20 82 102 A $4.95 197 1.123 1,320 D $4.95 187 1.013 1.200 c $4.95 162 753 915 c $1.80 64 169 233 A $4.95 147 1, 150 1,297 D $4.95 131 1,084 1.215 D $4.95 97 813 910 c $1.80 75 187 262 A $2.75 83 861 944 c $2.75 79 945 1.024 c $2.75 87 685 772 B $1.80 66 276 342 A $2.75 63 643 706 B $2.75 62 702 764 B $2.75 72 548 620 B $1.80 123 314 437 B Wednesday 04126117 Thursday 04127117 Friday 04128117 Saturday 04129117 Price HOV sov Vol. LOS Price HOV SOV Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS $1.80 141 706 847 c $1.80 145 682 827 c $1.80 136 570 706 B $1.80 22 44 66 A $2.75 171 1, 161 1.332 D $2.75 177 1, 163 1,340 D $2.75 145 943 1,088 c $1.80 18 100 118 A $4.95 233 1,076 1,309 D $4.95 206 1.083 1.289 D $4.95 181 875 1,056 c $1.80 44 177 221 A $4.95 159 1, 146 1,305 D $4.95 127 1.085 1,212 D $4.95 118 792 910 c $1.80 75 201 276 A S2.75 72 966 1,038 c $2.75 82 910 992 c $2.75 70 749 819 c $1.80 75 294 369 A $2.75 82 709 791 B $2.75 68 730 798 B $2.75 59 506 565 B $1.80 130 321 451 B Wednesday 05103117 Thursday 05104117 Friday 05105117 Saturday 05106117 Price HOV sov Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS Price HOV sov Vol. LOS • •
"
"
"
O P E R A T I O N A L H I G H L I G H T S
O n - r o a d O p e r a t i o n s
R C T C F r e e w a y S e r v i c e P a t r o l ( F S P ) r e s p o n d e d t o 1 1 6 c a l l s d u r i n g t h e m o n t h o f A p r i l .
O f t h o s e c a l l s , 7 3 w e r e t o a s s i s t d i s a b l e d v e h i c l e s a n d 2 7 c a l l s t o r e m o v e d e b r i s . T h e r e
w e r e 1 1 a c c i d e n t s i n t h e E x p r e s s L a n e s w i t h o u t a n y o r i g i n a t i n g i n t h e S R 9 1 g e n e r a l -
p u r p o s e l a n e s t h a t a f f e c t e d t h e E x p r e s s L a n e s . F S P a l s o r e s p o n d e d t o 5 i n f o r m a t i o n
r e q u e s t s .
A E x p r e s s l ! . i L a n e s 1 7
FINANCIAL HIGHL IG T S RCTC
RCTC 91 Express Lanes
Operating Statement
YTD as of: 4130 /2017
Descr ipti on Actual 11 ) Budget 121
Opera ti ng revenues :
Toll revenue $ 2,6 13 ,24 3.25 $ 3,798 ,000 .00
Fee revenue 6 18 93 3.95 -
Tota l ope rating revenues 3,232, 177 20 3,798 ,000 00
Opera ti ng expenses :
Salaries and Benefits 75 ,135 80 268 ,400 .00
Legal Services 7,54 3 64 25 ,000 00
Audit and Accounting Fees -19 ,000 .00
Service Fees -22 ,000 .00
Other Pro fe ssional Services -241 ,000 .00
Leas e Expense 16 ,63 4 58 231 ,500 .00
Operations 307,57 5 8 1 1,231 ,900 .00
Utilities 1,256 58 19 ,900 .00
Suppl ies and Materials 72 6 98 22 ,500 .00
Me mbersh ip and Subscript io n Fees -23 ,000 .00
Office Equipment & Furniture (No n-Capita -5,000 00
Maintenance /Repairs 10 ,04 2 09 706 ,700 .00
Training Sem ina rs an d Con ferences -15,300 .00
Transportation Expenses -22,800 .00
Lodging -6,000 .00
Meals -2,000 .00
Advertis ing -388 ,300 .00
Program Operations 15,74 7 71 3,052 ,800 .00
Bad Debt Expense 3 36 -
Tota l ope rati ng expenses 434,66 6 55 6,553 , 100 .00
Opera ti ng income (l oss ) 2,797,51 0 65 (2 ,755 , 100 .00)
Nonope rati ng re venues (expenses ):
Interest inco me 49 7 20 6,800 .00
Other 2 345 ,000 .00
Tota l nonopera ti ng revenues (expenses ) 49 7 20 2,351 ,800 .00
Trans fers in 3 137,66 5 99 3, 137,700 .00
Transfers out --
Net income (loss ) $ 5,935,673.84 $ 2,734 ,400 .00
(1) Represents 5 weeks of operations
(2) Repres ents 6 mon ths of operations based on ant icipa ted Janu ary 9, 2017 openi ng
A Express
l!JLanes
YID Variance
Dolla r$ Pe rcen t(%)
$ (1 ,184 ,756 .75) (3 1.2)
618 933 .95 N/A
(565 ,822 80) (14 9)
N/A
193 ,264.20 72.0
17,45636 698
19 ,000 .00 100 .0
22 ,000 00 1000
241 ,000 .00 100 .0
214 ,865 .42 92 .8
924 ,324 .19 75 .0
18 ,643.42 93 .7
21 ,77302 96 .8
23 ,000 .00 100 .0
5,000 .00 100 .0
696 ,657 .91 98 .6
15 ,300 .00 100 .0
22 ,800 .00 100 .0
6,000 .00 100 .0
2,000 .00 100 .0
388 ,300 .00 100 .0
3,037 ,052 .29 99 .5
(3 .36) N/A
-N/A
6, 118 ,433 .45 93.4
5,552 ,610 .65 (201 .5)
(6 ,302 .80) (9 27)
12 345 000 .00} (100 .0)
(2,351 ,302 .80) 100 .0
(34 .01) (0 .0)
N/A
$ 3,201 ,273 .84 11 7.1
•
•
•
"
"
"
J O I N T A G E N C Y T R I P A N D R E V E N U E S T A T I S T I C S
M O N T I - I E N D I N G A p r i l 3 0 , 2 0 1 7
T r a n s a c t i o n s
A p r - 1 7 T r a n s a c t i o n s b y U s i n g B o t h % U s i n g B o t h
M T D A g e n c y S e g m e n t s S e g m e n t s R e v e n u e
W e s t b o u n d
O C T A 6 1 3 , 5 6 9 3 3 4 , 4 4 0 5 5 % $ 1 , 5 3 4 , 4 7 0
R C T C 5 9 0 , 6 8 1 3 3 4 , 4 4 0 5 7 % $ 1 , 2 9 5 , 2 7 9
1 - 1 5 2 3 5 , 6 7 3 1 4 0 , 8 9 7 6 0 % $ 5 3 3 , 1 8 1
l \ / l c K i n l e y 3 5 5 , 0 0 8 1 9 3 , 5 4 3 5 5 % $ 7 6 2 , 0 9 8
E a s t b o u n d
O C T A 6 8 0 , 6 5 0 3 2 7 , 8 1 5 4 8 % $ 2 , 3 4 9 , 1 2 5
R C T C 5 5 9 , 9 5 3 3 2 7 , 8 1 5 5 9 % $ 1 , 0 4 5 , 7 5 1
1 - 1 5 1 8 9 , 4 6 3 1 2 7 , 9 7 9 6 8 % $ 3 2 0 , 7 1 7
l \ / l c K i n l e y 3 7 0 , 4 9 0 1 9 9 , 8 3 6 5 4 % $ 7 2 5 , 0 3 5
J o i n t A g e n c y T r a f f i c S t a t i s t i c s
8 0 0 , 0 0 0
7 0 0 , 0 0 0
6 0 0 , 0 0 0
5 0 0 , 0 0 0
4 0 0 , 0 0 0
3 0 0 , 0 0 0 5 7 % 5 9 %
2 0 0 , 0 0 0
1 0 0 , 0 0 0
O C T A R C T C O C T A R C T C
W e s t b o u n d E a s t b o u n d
" O C T A T r a n s a c t i o n s R C T C T r a n s a c t i o n s
" % o f O C T A T r a n s a c t i o n s U s i n g B o t h S e g m e n t s " % o f R C T C T r a n s a c t i o n s U s i n g B o t h S e g m e n t s
A E x p r e s s l ! i L a n e s 1 9
Performance Measures
REPORTING REQUIREMENT ~ Repo _rting I PERFORMANCE STANDARD j Apr-17
' Period Perform a nee
, ----
CUSTOMER SERVICE
** Call Wait Tirre Mont hly Not to exceed 2 rrinutes 1 :45
** Abandon Rate Mont hly No rrore than 4 .0 % 2 .5 %
Custorrer Satisfaction M ont hly A t le a st 75 outbound calls 81
Convert Violators to Custorrers Quart er ly 8 % o r rrore
Convert Violators to Custorrers Annuall y 10% or rrore ---
VIOLATION PROCESSING
Response Tirre M ont hly Wit h in 2 business days of receipt 1 .0
CUSA Violation Collection Rate Quart erly 70% o r rrore
CUSA Violation Collection Rate Annuall y 74% or rrore ---
TRAFFIC OPERATIONS
Initial & Secondary Reviews M ont hly 8:j ua l to or less than 15 days 0 .8
* Plate Misread Errors M ont hly 8:j ua l to or less than 0.4% 0 .01 %
CAS Response Tirre M ont hly ___ 0 :2 0 (rrinutes) per call 0:07
ACCOUNTING
OCTA Exceptions M ont hly No rrore than 3 I 0
RCTC Exceptions M ont hly No rrore than 3 0 ---
INFORMATION TECHNOLOGY
Back-office System Uptirre M ont hly 9 9% A vailability
I
100%
Network Uptirre M ont hly 9 9% A vailability 100%
GUSA= Cofiroute USA ; GAS= OCTA Customer Assistan c e S p ec ialis ts
•Plate Mis read Error performance is current after a 60-day h o Id-b ac k pe no d ; t hereto re , percentage reported here is for 2 months prior to
the month of this report.
-Abandon rate and wait time may not be accurate due to pend in g IVR re po rt data which impacts the statistics .
Transponder Distribution
I
April-17 I March-17 ~ TRANSPONDER DISTRIBUTION -----r----------~--
Tags % of Total Tags f T
. . . --· ---~ ~ ,.. ....... -" -. ~-~ ----
Issued
To New Accounts
Additional Tags to Existing Accounts
Replacement Transponders
Returned
Account Closures
Accounts Downs iz ing
Defective Transponders
A Express l!.i Lanes
Total Issued
Total Returned
2 ,6 71
944
1,086
4,701
437
258
1,0 10
1,705
56 .8% 2,810 53 .9% 1,308 44 .7%
20 .1% 976 18 .7% 669 22 .8%
23 .1% 1,428 27.4 % 952 32 .5%
5,214 2,929
2 56% 731 31 .6% 451 30 .1%
151 % 223 9.7% 163 10 .9%
59 .2 % 1,356 58 .7% 885 59 .0%
2,310 1,499
20
•
•
•
"
"
"
A t t h e e n d o f A p r i l 2 0 1 7 , t h e 9 1 E x p r e s s L a n e s h a d 1 2 6 , 3 9 3 a c t i v e c u s t o m e r a c c o u n t s ,
a n d 1 9 1 , 6 5 2 t r a n s p o n d e r s c l a s s i f i e d a s A s s i g n e d .
N u m b e r o f A c c o u n t s b y F i s c a l Y e a r
A s o f A p r i l 3 0 , 2 0 1 7
1 3 0 , 0 0 0
1 2 5 , 0 0 0
1 1 9 , 9 9 2 1 1 9 , 7 8 2 1 2 0 , 0 0 0
1 1 8 , 4 1 6 1 1 7 , 8 8 8
1 1 6 , 8 1 3
1 1 5 , 0 0 0 1 1 4 � 5 5 6 1 1 4 , 1 3 8 1 1 3 , 6 7 2
1 1 0 , 0 0 0
1 0 5 , 0 0 0
F i s c a l Y e a r
I n c o m i n g E m a i l A c t i v i t y
D u r i n g A p r i l t h e A n a h e i m P r o c e s s i n g C e n t e r r e c e i v e d a t o t a l o f 2 , 8 8 6 e m a i l s .
A E x p r e s s J ! j L a n e s
1 2 6 , 3 9 3
2 1
···..,
6.
" m
O C T A
"
"
J u n e 2 , 2 0 1 7
T o : S t a t e R o u t e 9 1 A d v i s o r y C o m m i t t e e
F r o m : D a r r e l l J o h n s o n , C h i e f E x e c u t i v e O f f i c e r
S u b j e c t : 2 0 1 7 S t a t e R o u t e 9 1 I m p l e m e n t a t i o n P l a n
O v e r v i e w
T h e O r a n g e C o u n t y T r a n s p o r t a t i o n A u t h o r i t y a n n u a l l y p r e p a r e s a l o n g - r a n g e p l a n
f o r i m p r o v e m e n t s a l o n g t h e S t a t e R o u t e 9 1 c o r r i d o r b e t w e e n S t a t e R o u t e 5 7 i n
O r a n g e C o u n t y a n d I n t e r s t a t e 1 5 i n R i v e r s i d e C o u n t y . T h e p l a n i n c l u d e s a l i s t i n g o f
p o t e n t i a l i m p r o v e m e n t s , p r e l i m i n a r y c o s t e s t i m a t e s , a n d p o t e n t i a l i m p l e m e n t a t i o n
t i m e f r a m e s . T h e s e i m p r o v e m e n t s a r e s p o n s o r e d b y v a r i o u s a g e n c i e s , i n c l u d i n g
t h e R i v e r s i d e C o u n t y T r a n s p o r t a t i o n C o m m i s s i o n a n d t h e C a l i f o r n i a D e p a r t m e n t o f
T r a n s p o r t a t i o n . T h e 2 0 1 7 S t a t e R o u t e 9 1 I m p l e m e n t a t i o n P l a n i n c l u d e s t h e l a t e s t
p r o j e c t i n f o r m a t i o n a n d s e r v e s a s r e f e r e n c e f o r f u t u r e p r o j e c t d e v e l o p m e n t e f f o r t s .
R e c o m m e n d a t i o n
R e c e i v e a n d f i l e a s a n i n f o r m a t i o n i t e m .
B a c k g r o u n d
A B 1 0 1 0 ( C h a p t e r 6 8 8 , S t a t u t e s o f 2 0 0 2 ) r e q u i r e s t h e O r a n g e C o u n t y T r a n s p o r t a t i o n
A u t h o r i t y ( O C T A ) t o a n n u a l l y p r e p a r e a p l a n a n d a p r o p o s e d s c h e d u l e f o r
i m p r o v e m e n t s a l o n g S t a t e R o u t e 9 1 ( S R - 9 1 ) b e t w e e n I n t e r s t a t e 1 5 ( 1 - 1 5 ) a n d
S t a t e R o u t e 5 5 ( S R - 5 5 ) . T h e p r e p a r a t i o n o f t h e p l a n i s c o n d u c t e d i n c o l l a b o r a t i o n
w i t h t h e C a l i f o r n i a D e p a r t m e n t o f T r a n s p o r t a t i o n ( C a l t r a n s ) , t h e R i v e r s i d e C o u n t y
T r a n s p o r t a t i o n C o m m i s s i o n ( R C T C ) , t h e T r a n s p o r t a t i o n C o r r i d o r A g e n c i e s , a n d
t h e c i t i e s o f A n a h e i m , C o r o n a , a n d Y o r b a L i n d a .
O n S e p t e m b e r 3 0 , 2 0 0 8 , S B 1 3 1 6 ( C h a p t e r 7 1 4 , S t a t u t e s o f 2 0 0 8 ) w a s s i g n e d
i n t o l a w . T h i s b i l l b u i l t u p o n A B 1 0 1 0 t o e x t e n d t h e l i m i t s o f t h e c o r r i d o r t o
S t a t e R o u t e 5 7 ( S R - 5 7 ) , a u t h o r i z e d R C T C t o o p e r a t e a t o l l f a c i l i t y a l o n g t h e p o r t i o n
o f t h e S R - 9 1 i n R i v e r s i d e C o u n t y , a n d e x t e n d e d t h e t i m e f r a m e f o r t h e o p e r a t i o n s
o f t h e t o l l l a n e s t o 2 0 6 5 . S B 1 3 1 6 a l s o a l l o w s t h e u s e o f e x c e s s t o l l r e v e n u e s f o r
c o n g e s t i o n r e l i e f p r o j e c t s o r s e r v i c e s a l o n g t h e S R - 9 1 c o r r i d o r b e t w e e n S R - 5 7 a n d
t h e O r a n g e / R i v e r s i d e C o u n t y l i n e .
O r a n g e C o u n t y T r a n s p o r t a t i o n A u t h o r i t y
5 5 0 S o u t h M a i n S t r e e t / P . O . B o x 1 4 1 8 4 1 O r a n g e / C a l i f o r n i a 9 2 8 6 3 - 1 5 8 4 1 ( 7 1 4 ) 5 6 0 - 0 C T A ( 6 2 8 2 )
_2_0_11~S-ta_t_e_R_o_u_te~9-1-lm~p-le_m_e_n_t_a_ti_o_n_P_1a_n~~~~~~~~~~-P-a_g_e~2 •
The intent of the SR-91 Implementation Plan (Plan) is to list a suite of congestion
relief projects and outline improvements in the SR-91 corridor that are possible
given the elimination of the non-compete clause related to the franchise
agreement under AB 680 (Chapter 310, Statutes 1995). The Plan describes
projects and transportation benefits, anticipated implementation schedules by
milestone year, and costs for major projects through 2035. The projects for the
Plan have been updated based on the latest information provided by the project
sponsors.
Discussion
Since 2002, OCTA, Caltrans, and RCTC have made significant progress in
improving the SR-91. Completed projects 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 SR-55 and SR-241
Westbound lane at Tustin Avenue
Metrolink service improvements
A total of $4 78 million has been invested in the completion of six projects, including
the addition of 17 lane miles throughout the SR-91 corridor. Since 2003, average
daily traffic throughput has increased by 12 percent, showing that improvements
within the corridor have helped in alleviating the effects of population growth and
facilitated connectivity between Orange and Riverside counties by enhancing
capacity and improving mobility. These figures do not include the Riverside County
91 Corridor Improvement Project (CIP). Although the CIP is open to traffic, the
project remains in the Plan as an active project since formal completion is
expected to occur in November 2017.
The Plan, which includes input from the stakeholders, is provided in Attachment A.
The projects are organized by readiness and logical sequencing.
Early improvements in the corridor are anticipated to be completed by 2021 and
include four projects, at a total cost of $1.65 billion. The planned projects include:
• Initial phase of the Riverside County 91 CIP:
o Widen SR-91 by one general purpose (GP) lane in each direction
•
east of Green River Road
o Extend the 91 Express Lanes to 1-15 •
o Add collector-distributor roads in the vicinity of the City of Corona
o Add 1-15/SR-91 direct high-occupancy vehicle/high-occupancy
toll (HOV/HOT) south connector
"
"
"
2 0 1 7 S t a t e R o u t e 9 1 I m p l e m e n t a t i o n P l a n P a g e 3
o A d d s o u t h b o u n d H O V / H O T l a n e s o n 1 - 1 5 t o O n t a r i o A v e n u e
o P r o v i d e s y s t e m / l o c a l i n t e r c h a n g e i m p r o v e m e n t s
" E x p r e s s b u s s e r v i c e i m p r o v e m e n t s b e t w e e n O r a n g e a n d R i v e r s i d e c o u n t i e s
" D i r e c t c o n n e c t o r b e t w e e n t h e 9 1 E x p r e s s L a n e s a n d S R - 2 4 1
" M e t r o l i n k S e r v i c e a n d S t a t i o n I m p r o v e m e n t s
T h r e e o t h e r p r o j e c t s a r e s l a t e d f o r i m p l e m e n t a t i o n b e t w e e n 2 0 2 2 a n d 2 0 3 0 , i n c l u d i n g
i m p r o v e m e n t s a t t h e S R - 7 1 / S R - 9 1 i n t e r c h a n g e , w i d e n i n g S R - 9 1 b e t w e e n
S R - 5 7 a n d S R - 5 5 a n d 1 - 1 5 / S R - 9 1 d i r e c t n o r t h c o n n e c t o r . P r o j e c t s a n t i c i p a t e d f o r
i m p l e m e n t a t i o n b y 2 0 3 0 a r e e s t i m a t e d t o c o s t b e t w e e n $ 5 2 4 m i l l i o n a n d $ 1 b i l l i o n .
I m p r o v e m e n t s f o r i m p l e m e n t a t i o n b y 2 0 3 5 f o c u s o n l o n g e r l e a d t i m e c o n c e p t s a n d
i n c l u d e :
"
"
U l t i m a t e p h a s e o f t h e 9 1 C I P :
o W i d e n i n g S R - 9 1 b y o n e G P l a n e i n e a c h d i r e c t i o n f r o m S R - 2 4 1
t o S R - 7 1
o I m p r o v i n g S R - 9 1 , e a s t o f 1 - 1 5
F a i r m o n t B o u l e v a r d i m p r o v e m e n t s a t S R - 9 1
T h e p o s t - 2 0 3 5 l i s t o f i m p r o v e m e n t s i n c l u d e d i n A p p e n d i x A o f t h e P l a n a r e
h i g h l y c o n c e p t u a l i n n a t u r e . S o m e o f t h e c o n c e p t s a r e d e r i v e d f r o m t h e
R i v e r s i d e - O r a n g e C o u n t y M a j o r I n v e s t m e n t S t u d y . A p p e n d i x A i n c l u d e s a n
e l e v a t e d f o u r - l a n e f a c i l i t y b e t w e e n S R - 2 4 1 a n d 1 - 1 5 , A n a h e i m t o O n t a r i o
I n t e r n a t i o n a l A i r p o r t h i g h - s p e e d g r o u n d t r a n s p o r t a t i o n s y s t e m , a n d t h e
I r v i n e - C o r o n a E x p r e s s w a y ( I C E ) f r o m S R - 2 4 1 / S t a t e R o u t e 1 3 3 t o 1 - 1 5 /
C a j a l c o R o a d , c o n n e c t o r i m p r o v e m e n t s a t t h e S R - 9 1 / S R - 5 5 i n t e r c h a n g e , a n d a n
e a s t b o u n d f i f t h l a n e a d d i t i o n n e a r S R - 2 4 1 . T h e p r o j e c t e d c o s t o f t h e p o s t - 2 0 3 5
p r o j e c t s i s i n e x c e s s o f $ 1 4 b i l l i o n , a n d t h e i m p l e m e n t a t i o n w i l l r e q u i r e a s i g n i f i c a n t
a m o u n t o f p l a n n i n g , d e s i g n , e x t e r n a l f u n d i n g , a n d f u t u r e p o l i c y a n d p u b l i c i n p u t .
L a s t l y , s t a f f c o n t i n u e s t o m o n i t o r t h e f i n a n c i a l v i a b i l i t y o f t h e I C E c o n c e p t a s
r e q u e s t e d b y t h e S R - 9 1 A d v i s o r y C o m m i t t e e a n d t h e R i v e r s i d e O r a n g e C o r r i d o r
A u t h o r i t y i n 2 0 1 0 . T h e I C E h a s n o t m o v e d b e y o n d t h e c o n c e p t u a l p h a s e d u e t o
t h e c u r r e n t e c o n o m i c c l i m a t e , l a c k o f s t a t e a n d f e d e r a l t r a n s p o r t a t i o n f u n d i n g , a n d
t h e h i g h c o n s t r u c t i o n c o s t . U n t i l c o n s i d e r a b l e a d v a n c e m e n t s a r e m a d e i n e f f i c i e n t
a n d a f f o r d a b l e t u n n e l i n g t e c h n o l o g y , a n d m o r e s t a t e a n d f e d e r a l f u n d i n g i s
a v a i l a b l e , t h i s p r o j e c t w i l l b e a m a j o r c h a l l e n g e t o c o m p l e t e .
2017 State Route 91 Implementation Plan Page4
Summary
OCTA has completed the 2017 Plan required by AB 1010 and subsequently,
SB 1316 legislation. Updates include project schedules, project descriptions,
costs, and traffic analysis.
Attachment
A. Draft 2017 State Route 91 Implementation Plan 2017
Prepared by:
~~-~ ,,
Alison Army
Senior Transportation Analyst
Project Development
(714) 560-5537
Approved by:
Kia Mortazavi
Executive Director, Planning
(714) 560-5741
•
•
•
ATTACHMENT A
• DrattSTATE ROUTE 91
•
Prepared by:
Michael Baker Austin Transportation Consulting
'Atr.C:;:t-11: i:tii. liiiiRlllmBB
INTERNATIONAL
TABLE CF" CONTENTS
~~~~~~~~~~~~~~~~~~~~
• TABLE OF CONTENTS ............................................................................................................................................ 1
SECTION 1: 2017 STATUS REPORT AND UPDATE ............................................................................................ 1
SECTION 2: IMPLEMENTATION PLAN ................................................................................................................. 9
PROJECTS BY YEAR 2021 .................................................................................................................................. 10
PROJECTS BY YEAR 2030 .................................................................................................................................. 15
PROJECTS BY YEAR 2035 .................................................................................................................................. 19
SECTION 3: APPENDIX A-POST-2035 AND CONCEPTUAL PROJECTS ....................................................... 22
SECTION 4: APPENDIX B -COMPLETED PROJECT EXHIBITS ....................................................................... 28
SECTION 5: REFERENCES .................................................................................................................................. 35
•
•
.A u 2017 SR-91 IMPLEMENTATION PLAN
"
S E C T I O N 1 : 2 0 1 7 S T A T U S R E P O R T A N D U P D A T E
I N T R O D U C T I O N
P r e v i o u s l a w a u t h o r i z e d t h e C a l i f o r n i a D e p a r t m e n t o f
T r a n s p o r t a t i o n ( C a l t r a n s ) t o e n t e r i n t o f r a n c h i s e
a g r e e m e n t s w i t h p r i v a t e c o m p a n i e s t o c o n s t r u c t a n d
o p e r a t e f o u r d e m o n s t r a t i o n t o l l r o a d p r o j e c t s i n C a l i f o r n i a .
T h i s r e s u l t e d i n t h e d e v e l o p m e n t o f t h e 9 1 E x p r e s s L a n e s
f a c i l i t y i n O r a n g e C o u n t y . T h e f o u r - l a n e , 1 0 - m i l e t o l l r o a d
r u n s a l o n g t h e m e d i a n o f S t a t e R o u t e 9 1 ( S R - 9 1 ) i n
n o r t h e a s t O r a n g e C o u n t y b e t w e e n t h e O r a n g e / R i v e r s i d e
C o u n t y l i n e a n d S t a t e R o u t e 5 5 ( S R - 5 5 ) . S i n c e t h e 9 1
E x p r e s s L a n e s c a r r i e d i t s f i r s t v e h i c l e o n D e c e m b e r 2 7 ,
1 9 9 5 , t h e f a c i l i t y h a s s a v e d u s e r s t e n s o f m i l l i o n s o f h o u r s
o f c o m m u t i n g t i m e .
W h i l e t h e 9 1 E x p r e s s L a n e s f a c i l i t y h a s i m p r o v e d t r a v e l
t i m e a l o n g t h e S R - 9 1 c o r r i d o r , p r o v i s i o n s i n t h e f r a n c h i s e
a g r e e m e n t b e t w e e n C a l t r a n s a n d t h e p r i v a t e f r a n c h i s e e ,
t h e C a l i f o r n i a P r i v a t e T r a n s p o r t a t i o n C o m p a n y ( C P T C ) ,
p r o h i b i t e d C a l t r a n s a n d c o u n t y t r a n s p o r t a t i o n a g e n c i e s
"
f r o m a d d i n g t r a n s p o r t a t i o n c a p a c i t y o r o p e r a t i o n a l
i m p r o v e m e n t s t o t h e S R - 9 1 c o r r i d o r t h r o u g h t h e y e a r 2 0 3 0
f r o m I n t e r s t a t e 1 5 ( 1 - 1 5 ) i n R i v e r s i d e C o u n t y t o t h e
O r a n g e / L o s A n g e l e s C o u n t i e s b o r d e r . C o n s e q u e n t l y , t h e
p u b l i c a g e n c i e s w e r e b a r r e d f r o m a d d i n g n e w l a n e s ,
i m p r o v i n g i n t e r c h a n g e s , a n d a d d i n g o t h e r i m p r o v e m e n t s
t o d e c r e a s e c o n g e s t i o n o n t h e S R - 9 1 f r e e w a y .
R e c o g n i z i n g t h e n e e d t o e l i m i n a t e t h e n o n - c o m p e t e
p r o v i s i o n o f t h e f r a n c h i s e a g r e e m e n t , G o v e r n o r G r a y
D a v i s s i g n e d A s s e m b l y B i l l 1 0 1 0 ( L o u C o r r e a ) ( A B 1 0 1 0 )
i n t o l a w i n S e p t e m b e r 2 0 0 2 , p a v i n g t h e w a y f o r m u c h -
n e e d e d c o n g e s t i o n r e l i e f f o r t h o u s a n d s o f d r i v e r s w h o u s e
S R - 9 1 t o t r a v e l b e t w e e n R i v e r s i d e a n d O r a n g e C o u n t i e s
e a c h d a y . T h e b i l l a l l o w e d t h e O r a n g e C o u n t y
T r a n s p o r t a t i o n A u t h o r i t y ( O C T A ) t o p u r c h a s e t h e 9 1
E x p r e s s L a n e s f r a n c h i s e a n d e l i m i n a t e t h e e x i s t i n g c l a u s e
t h a t p r o h i b i t e d a n y c a p a c i t y - e n h a n c i n g i m p r o v e m e n t s
f r o m b e i n g m a d e t o S R - 9 1 u n t i l t h e y e a r 2 0 3 0 . T h e
p u r c h a s e a g r e e m e n t f o r t h e 9 1 E x p r e s s L a n e s w a s
c o m p l e t e d o n J a n u a r y 3 , 2 0 0 3 , p l a c i n g t h e r o a d i n p u b l i c
"
a n d s a t a c o s t o f $ 2 0 7 . 5 m i l l i o n . W i t h t h e e l i m i n a t i o n o f
h e n o n - c o m p e t e p r o v i s i o n t h r o u g h A B 1 0 1 0 a n d t h e
s u b s e q u e n t 9 1 E x p r e s s L a n e s p u r c h a s e b y O C T A , d i 2 0 1 7 S R - 9 1 I M P L E M E N T A T I O N P L A N
O r a n g e C o u n t y a n d R i v e r s i d e C o u n t y p u b l i c o f f i c i a l s a n d
C a l t r a n s D i s t r i c t s 8 a n d 1 2 h a v e b e e n c o o r d i n a t i n g
i m p r o v e m e n t p l a n s f o r S R - 9 1 .
S e n a t e B i l l 1 3 1 6 ( L o u C o r r e a ) ( S B 1 3 1 6 ) w a s s i g n e d i n t o
l a w i n S e p t e m b e r 2 0 0 8 a s a n u p d a t e t o t h e p r o v i s i o n s o f
A B 1 0 1 0 . S B 1 3 1 6 a u t h o r i z e s O C T A t o t r a n s f e r i t s r i g h t s
a n d i n t e r e s t s i n t h e R i v e r s i d e C o u n t y p o r t i o n o f S R - 9 1 t o l l
l a n e s b y a s s i g n i n g t h e m t o t h e R i v e r s i d e C o u n t y
T r a n s p o r t a t i o n C o m m i s s i o n ( R C T C } , a n d a u t h o r i z e s
R C T C t o i m p o s e t o l l s f o r 5 0 y e a r s . S B 1 3 1 6 a l s o r e q u i r e s
O C T A , i n c o n s u l t a t i o n w i t h C a l t r a n s a n d R C T C , t o i s s u e
a n a n n u a l S R - 9 1 I m p l e m e n t a t i o n P l a n ( P l a n ) a n d a
p r o p o s e d c o m p l e t i o n s c h e d u l e f o r S R - 9 1 i m p r o v e m e n t s
f r o m S t a t e R o u t e 5 7 ( S R - 5 7 ) t o 1 - 1 5 . T h e P l a n s p r i o r t o
a d o p t i o n o f S B 1 3 1 6 i n c l u d e d a w e s t e r l y p r o j e c t l i m i t o f
S R - 5 5 . T h e P l a n e s t a b l i s h e s a p r o g r a m o f p r o j e c t s
e l i g i b l e f o r f u n d i n g b y t h e u s e o f p o t e n t i a l e x c e s s t o l l
r e v e n u e a n d o t h e r f u n d s .
T h i s 2 0 1 7 P l a n i s t h e r e s u l t o f t h e r e q u i r e m e n t t o p r o v i d e
t h e S t a t e L e g i s l a t u r e w i t h a n a n n u a l I m p l e m e n t a t i o n P l a n
f o r S R - 9 1 i m p r o v e m e n t s a n d b u i l d s o n t h e 2 0 1 6 r e p o r t ,
w h i c h w a s a m a j o r u p d a t e o f t h e p r e v i o u s a n n u a l
I m p l e m e n t a t i o n P l a n s . T h i s y e a r ' s u p d a t e i n c l u d e s
p r o j e c t s t h a t w e r e i d e n t i f i e d i n t h e 2 0 0 6 R i v e r s i d e C o u n t y
- O r a n g e C o u n t y M a j o r I n v e s t m e n t S t u d y ( M I S ) a s w e l l a s
o t h e r p r o j e c t d e v e l o p m e n t e f f o r t s a n d f u n d i n g p r o g r a m s
s u c h a s t h e R C T C 1 0 - Y e a r W e s t e r n C o u n t y H i g h w a y
D e l i v e r y P l a n t h a t o u t l i n e s a n u m b e r o f p r o j e c t s s u c h a s
t h e e x t e n s i o n o f H i g h O c c u p a n c y T o l l ( H O T } L a n e s f r o m
t h e O r a n g e / R i v e r s i d e C o u n t y l i n e t o 1 - 1 5 ( c u r r e n t l y u n d e r
c o n s t r u c t i o n ) , t h e C a l i f o r n i a T r a n s p o r t a t i o n C o m m i s s i o n
( C T C } C o r r i d o r M o b i l i t y I m p r o v e m e n t A c c o u n t ( C M I A ) t h a t
p r o v i d e s a f u n d i n g s o u r c e f o r t r a n s p o r t a t i o n p r o j e c t s , t h e
e x t e n s i o n o f t h e M e a s u r e A p r o g r a m t h a t p r o v i d e s f u n d i n g
f o r t r a n s p o r t a t i o n p r o j e c t s i n R i v e r s i d e C o u n t y , a n d t h e
R e n e w e d M e a s u r e M p r o g r a m t h a t p r o v i d e s f u n d i n g f o r
t r a n s p o r t a t i o n p r o j e c t s i n O r a n g e C o u n t y . T h e 2 0 1 7 P l a n
i n c l u d e s a n o v e r v i e w , i d e n t i f i c a t i o n o f i s s u e s a n d n e e d s ,
t i m e f r a m e s f o r p r o j e c t p a c k a g e s t o i m p r o v e m o b i l i t y o n
S R - 9 1 , a n d a r e l i s t e d b a s e d o n a l o g i c a l s e q u e n c e f o r
i m p l e m e n t a t i o n . P r o j e c t d e s c r i p t i o n s i n c l u d e c o n c e p t u a l
1
lane diagrams (as appropriate), cost estimates (in 2017
dollars, or as noted), and discussion of key considerations
that need to be addressed in the planning and
development of each project. This Plan will 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.
PROJECT ACCOMPLISHMENTS
Much progress has been made since the initial 2003
SR-91 Implementation Plan was approved. The 2017
Plan includes select completed project exhibits as a
historical reference, see Section 4 Appendix B.
Completed Construction/Improvement Projects
As of June 2017, the following improvements have been
constructed or implemented:
•!• Repave and seal pavement surfaces, restripe, and
replace raised channelizers on the 91 Express Lanes.
•!• EB SR-91 restripe and median barrier reconstruction
project that removed the CHP enforcement area and
extended the EB auxiliary lane from SR-71 to the
Serfas Club Drive off-ramp.
•!• WB auxiliary lane extension 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.
•!• WB restripe project extended the auxiliary lane
between SR-71 and the County line resulting in a new
continuous auxiliary lane between SR-71 &
SR-241.
•!• Express Bus improvements are implemented for the
Galleria at Tyler to South Coast Metro route and
Village at Orange to Riverside/Corona.
•!• Safety Improvements 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
Section 4).
~ 2017 SR-91 IMPLEMENTATION PLAN
•!• Metrolink parking structure at the North Main Street
Corona Metrolink Station (See Section 4).
•!• EB SR-91 lane addition from SR-241 to SR-71 (See •
Section 4).
•!• Additional SR-91 WB and EB travel lane between
SR-55 and SR-241 (See Section 4).
•!• SR-91 WB bypass lane to Tustin Avenue at SR-55
(See Section 4).
•!• Metrolink Service Improvements (See Section 4).
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 Section 4) has greatly enhanced
highway operations. This accounts for some of the
improvement in existing EB p.m. peak hour travel time
from approximately 70+ minutes in 2010 to approximately
50 minutes in 2014 (for the baseline travel time).
In addition, there are two projects that have a direct
impact upon SR-91 widening projects. The first is the $2
billion U.S. Army Corps of Engineers (Corps) Santa Ana
River Mainstem (SARM) improvement project that
provides flood protection from the recently improved •
Prado Dam (near SR-71) to the Pacific Ocean. As part of
the Corps' project, existing riverbanks have been
improved due to the increased capacity of the Prado Dam
outlet works, which can now release up to 30,000 cubic
feet per second (cfs) compared to the previous facility
capacity of 10,000 cfs. The only remaining segments of
the Santa Ana River to be improved are Reach 9 Phase
2A, which includes areas along SR-91 from just east of
the Coal Canyon Wildlife Corridor Crossing to SR-71, and
segments along Weir Canyon Road near Savi Ranch.
SR-91 project design teams have coordinated with the
Corps, Caltrans, and other federal, regional, and local
agencies in order to accommodate future SR-91
improvements by the Corps bank protection project within
Reach 9 Phase 28 by relocating the Santa Ana River.
This has greatly enhanced the ability of Caltrans and other
regional transportation agencies to implement many of the
SR-91 improvement projects listed herein. The Corps
SARM Reach 9 Phase 2B improvements were under
construction as of September 2009 with American
Recovery and Reinvestment Act (ARRA) "stimulus"
funding and construction was finalized in April 2015.
Environmental mitigation within the Santa Ana River
perennial stream habitat restoration area will continue fo.
another six years of the nine year mitigation program.
2
The other project with a direct impact to SR-91 is the $120
•
million Santa Ana Regional Interceptor (SARI) sewer trunk
line relocation. The existing SARI line is within the Santa
Ana River floodplain and was in jeopardy of failure due to
scour from the potential increased flood releases by the
aforementioned Corps project. In order to relocate the
proposed 48-inch diameter SARI line outside of the
floodplain, which is immediately adjacent to SR-91,
Caltrans highway R/W was relinquished to the Orange
County Flood Control District (OCFCD) for location of the
SARI line. SR-91 project teams have coordinated with the
OCFCD, Caltrans, and other federal, regional, and local
agencies in order to accommodate planned SR-91
improvements within the remaining State R/W subsequent
to relinquishment. This project completed the construction
19hase in mid-2014.
The WB SR-91 Widening Project completed construction
in 2016 from State College Blvd to Interstate 5 (1-5). This
project added one WB general purpose lane and removed
the dedicated exit lane to State College Blvd from the SB
SR-57 to WB SR-91 Connector that was causing
operational issues due to the short weaving distance.
While this project falls just to the west of the limits for the
Plan study area, it will have an influence on operations
•
within the Plan area and on Project 6.
Completed Designs and other Reports
In addition to the physical improvements in the corridor,
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 improvements that will provide
improved mobility. These documents include (also see
Section 5):
•!• MIS -Final Project Report: Locally Preferred Strategy
Report (January 2006).
•!• Renewed Measure M Transportation Investment Plan
(November 2006).
•!• Project Study Report for SR-71/SR-91 Interchange
(December 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
• •!• ~:~::~R:a~::d: F~:~~ R:~::(A~I:~~ :;;~~d
August 2007 and subsequently renamed as the ,e 2017 SR-91 IMPLEMENTATION PLAN
Capital Action Plan (April 2011 ) .
•!• PSR-PDS for SR-241/SR-91 Connector (January
2012).
•!• PS&E for Initial SR-91 Corridor Improvement Project
(CIP) Project (2014).
•!• PSR-PDS on SR-91 between SR-57 and SR-55
(October 2014).
•!• Measure M Next 10 Delivery Plan (Next 10 Plan),
(November 2016).
Updates from the 2016 SR-91 Implementation Plan
In addition to the improvements and progress noted
above, the following items that were included in the 2016
SR-91 Implementation Plan have been modified for the
2017 Plan update:
•!• Various project descriptions, costs, and schedules
have been updated from the 2016 Plan based on
continued project development.
•!• Project schedules have been revised within the
horizon year timelines. The 2019 horizon year is
updated to 2021.
•!• The Metrolink Short-Term Expansion Plan has been
restructured with station portions of the plan included
in the updated Project 3 -Metrolink Service and
Station Improvements, and with currently completed
service enhancements included as Project B-6 (see
Appendix B) and schedule has advanced by 10 years.
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 1-15 in the City of Corona in Riverside County.
The freeway segment is approximately 20.3 miles long,
and includes approximately 12.7 miles within Orange
County and approximately 7.6 miles within Riverside
County.
Traffic Conditions Summary
A review of traffic conditions in the Corridor indicates that
the existing carrying capacity of the facility is inadequate
to accommodate current and future peak demand
volumes, and that Level of Service (LOS) F prevails in the
peak direction during the entire peak period, where LOS F
is defined as the worst freeway operating condition and is
3
defined as a density of more than 45 passenger
cars/lane/mile. The results also indicate that there are
several physical constraints that generate unacceptable
traffic queues. The following list summarizes the
deficiencies identified along the SR-91 Corridor:
•!• Heavy traffic volumes from 1-15 (North and South)
converge with SR-91. The weaving and merging
condition is complicated by the close proximity of the
Westbound (WB) Main Street off-ramp.
•!• High traffic volumes from Gypsum Canyon Road and
Santa Ana Canyon Road contribute to congestion on
the mainline. A significant number of this traffic is
redirected (balanced) traffic trying to bypass mainline
congestiqn.
•!• One of the two EB lanes from The Eastern
Transportation Corridor (State Route 241) is dropped
at the merge to State Route 91 (SR-91), causing
additional congestion in the EB direction.
•!• Heavy traffic reentering the freeway merges at slow
speeds from existing WB and EB truck scales,
impacting the general-purpose lanes. EB truck traffic
must make two lane changes to stay on EB SR-91.
•!• SR-55 merges with SR-91. An EB lane on SR-91 is
dropped (as a dedicated exit) at Lakeview Avenue
and a second EB lane is dropped (as a dedicated
exit) at Imperial Highway creating a weave condition.
•!• WB SR-91 drops a GP lane and a 91 Express Lane to
SB SR-55, which contributes to mainline congestion.
This drop also occurs on the left-hand side of SR-91
as opposed to the typical right-hand connector exit.
•!• High demand from Weir Canyon Road, Imperial
Highway and Lakeview Avenue increases delay
during the peak hours.
•!• WB traffic entering SR-91 at Lakeview Avenue to
southbound (SB) SR-55 contributes to mainline
congestion by weaving through three lanes on WB
SR-91.
•!• The existing two lane connector from WB SR-91 to
SB SR-55 is over capacity.
•!• There is a trap lane from EB SR-91 that terminates at
SB SR-241 which creates a chokepoint in the area.
PRD.JEC:::T SUMMARY
Many of the highway projects and concepts identified in
this 2017 Plan are based on the MIS that was completed
in January 2006. The projects and concepts are
di 2017 SR-91 IMPLEMENTATION PLAN
presented based on potential implementation schedules
and priorities established in the MIS as well as through
subsequent project development. Table 1 summarizes the •
various pending, potential concepts, and completed
projects in the 2017 Plan, and they are outlined below by
implementation/construction schedule (see Section 2 for
detailed pending projects, Section 3 Appendix A for
concept project summaries, and Section 4 Appendix B for
completed project summaries):
•!• The first set of projects is anticipated to be completed
by 2021 and includes four improvements at a total
cost of approximately $1.65 billion. The projects
include the Initial SR-91 CIP that will widen SR-91 by
one GP lane in each direction east of Green River Rd,
add collector-distributor (CD) roads and direct south
connectors at 1-15/SR-91, extend the 91 Express
Lanes to 1-15, and provide system/local interchange
improvements; Express Bus service improvements;
Metrolink service and station improvements; and a
State Route 241 (SR-241 )/ 91 Express Connector.
These projects are in the process of final design,
construction, or procurement and implementation, as •
noted in the project summaries.
•!• Three projects for implementation by 2030 include the
interchange improvements at SR-71/SR-91,
SR-91 widening improvements between SR-57 and
SR-55, and the 1-15/SR-91 Direct North Connector.
OCTA, RCTC, and Caltrans have initiated preliminary
planning activities for these projects to ensure
readiness when local, state, or federal funding
becomes available. The 2030 projects are funded
and underway in various stages of project
development. Projects for implementation by 2030
would cost approximately $650 million to $754 million.
•!• Projects for implementation by 2035 focus on longer-
lead time projects and include a potential new
interchange or overcrossing at Fairmont Boulevard,
and the Ultimate SR-91 CIP that includes widening
SR-91 by one GP lane in each direction from SR-241
to SR-71 and SR-91 improvements east of 1-15.
•!• Long-range concepts for potential Post-203-
implementation (potentially earlier if funding become
available) in Appendix A include an elevated 4-lane
4
"
f a c i l i t y ( M I S C o r r i d o r A ) f r o m S R - 2 4 1 t o 1 - 1 5 , t h e
A n a h e i m t o O n t a r i o I n t e r n a t i o n a l A i r p o r t M a g l e v
H i g h S p e e d R a i l , t h e I r v i n e - C o r o n a E x p r e s s w a y
{ I C E ) 4 - l a n e f a c i l i t y f r o m S R - 2 4 1 / S R - 1 3 3 t o
1 - 1 5 / C a j a l c o R o a d ( f o r m e r l y k n o w n a s M I S
C o r r i d o r B ) , t h e W B S R - 9 1 t o S B S R - 5 5
I m p r o v e m e n t s , a n d t h e E B S R - 9 1 F i f t h L a n e
A d d i t i o n a t S R - 2 4 1 . T h i s m u l t i - b i l l i o n d o l l a r
p o t e n t i a l c o n c e p t p r o g r a m r e q u i r e s a s i g n i f i c a n t
a m o u n t o f p l a n n i n g , d e s i g n , a n d f u t u r e p o l i c y a n d
p u b l i c i n p u t . I n s o m e c a s e s , t h e s e c o n c e p t s m a y
i n c l u d e p r e v i o u s p r o j e c t s a s c o m p o n e n t s , s u c h
t h a t a l l c o n c e p t s w i t h i n t h i s s u m m a r y m a y n o t b e
i m p l e m e n t e d .
T r a f f i c A n a l y s i s
F o r t h e 2 0 1 7 P l a n , t h e t r a f f i c a n a l y s i s f o r m a j o r S R - 9 1
c a p a c i t y p r o j e c t s h a s b e e n u p d a t e d f r o m t h e 2 0 1 6
P l a n . T h i s a n a l y s i s u s e d t h e l a t e s t f r e e w a y o p e r a t i o n s
s o f t w a r e m o d e l a v a i l a b l e f r o m U C B e r k e l e y a n d t r a f f i c
d a t a c a l i b r a t e d t o r e f l e c t n e w t r a f f i c p a t t e r n s s i n c e t h e
"
2 0 1 6 P l a n . T h i s f r e e w a y o p e r a t i o n s m o d e l p r o v i d e s a
b e t t e r d e p i c t i o n o f a c t u a l t r a v e l d e l a y s e x p e r i e n c e d b y
m o t o r i s t s c o m p a r e d t o t r a d i t i o n a l t r a v e l d e m a n d
m o d e l s . T h e m o d e l c a n b e u s e d t o a n a l y z e f r e e w a y
b o t t l e n e c k s s o m e t i m e s n e g l e c t e d i n t r a d i t i o n a l t r a v e l
d e m a n d m o d e l s . T h i s a p p r o a c h i s e s p e c i a l l y i m p o r t a n t
g i v e n h i g h S R - 9 1 t r a f f i c v o l u m e s a n d t h e p o t e n t i a l f o r
r e l a t i v e l y f e w v e h i c l e s t o s i g n i f i c a n t l y s l o w d o w n t r a f f i c .
F o r e x a m p l e , a m i n o r f r e e w a y m e r g i n g a r e a c a n c a u s e
m a n y v e h i c l e s t o s l o w , c a s c a d i n g d e l a y t h r o u g h t h e
t r a f f i c s t r e a m , a n d s u d d e n l y b o t h s p e e d a n d v o l u m e
r a p i d l y d e c r e a s e f o r m a j o r s e g m e n t s o f t h e f r e e w a y .
T h e o p e r a t i o n s a n a l y s i s q u a n t i f i e d t r a v e l t i m e s a v i n g s
f o r W B m o r n i n g a n d E B a f t e r n o o n c o n d i t i o n s f o r t h e
f o l l o w i n g m a j o r c a p a c i t y e n h a n c i n g p r o j e c t s :
" : " N e w S R - 9 1 W B / E B l a n e s f r o m S R - 7 1 t o 1 - 1 5 b y
2 0 1 7 ( I n i t i a l G I P , P r o j e c t 1 ) .
" : " S R - 2 4 1 / 9 1 E x p r e s s C o n n e c t o r w i t h l a n e s t o C o a l
C a n y o n o n S R - 9 1 b y 2 0 2 1 ( P r o j e c t 4 ) .
" : " S R - 9 1 E B l a n e b e t w e e n S R - 5 7 a n d S R - 5 5 b y
2 0 3 0 ( P r o j e c t 6 ) .
N e w S R - 9 1 W B / E B l a n e s , v a r i o u s s e g m e n t s f r o m
S R - 2 4 1 t o e a s t o f 1 - 1 5 b y 2 0 3 5 ( U l t i m a t e G I P ,
~ 2 0 1 7 S R - 9 1 I M P L E M E N T A T I O N P L A N
T a b l e 1 - S R - 9 1 I m p l e m e n t a t i o n P l a n P r o j e c t s
P r o j e c t . . C o s t N o . P r o j e c t S u m m a r y ( I m p l e m e n t a t i o n Y e a r ) ( $ M )
P r o j e c t s B y Y e a r 2 0 2 1
I n i t i a l P h a s e C I P : W i d e n S R - 9 1 b y O n e G P L a n e i n 1 , 4 0 7
E a c h D i r e c t i o n E a s t o f G r e e n R i v e r R d , C D R o a d s a n d
1 - 1 5 / S R - 9 1 D i r e c t S o u t h C o n n e c t o r , E x t e n s i o n o f
E x p r e s s L a n e s t o 1 - 1 5 a n d S y s t e m / L o c a l I n t e r c h a n g e
I m p r o v e m e n t s ( 2 0 1 7 )
2 E x p r e s s B u s S e r v i c e I m p r o v e m e n t s B e t w e e n O r a n g e 6
C o u n t y a n d R i v e r s i d e C o u n t y ( 2 0 1 7 )
3 M e t r o l i n k S e r v i c e a n d S t a t i o n I m p r o v e m e n t s ( 2 0 2 0 ) 5 5 . 8
4 S R - 2 4 1 / 9 1 E x p r e s s C o n n e c t o r ( 2 0 2 1 ) 1 8 1
S U B T O T A L 1 , 6 5 0
P r o j e c t s B y Y e a r 2 0 3 0
5 S R - 7 1 / S R - 9 1 I n t e r c h a n g e l m p ~ o v e m e n t s ( 2 0 2 3 ) 1 2 3 . 4
6 S R - 9 1 b e t w e e n S R - 5 7 a n d S R ~ 5 5 ( 2 0 3 0 ) 3 4 7 - 4 5 0
7 1 - 1 5 / S R - 9 1 D i r e c t N o r t h C o n n e c t o r ( 2 0 3 0 ) 1 8 0
S U B T O T A L 6 5 0 - 7 5 4
P r o j e c t s B y Y e a r 2 0 3 5
8 F a i r m o n t B o u l e v a r d I m p r o v e m e n t s ( B y 2 0 3 5 ) 7 6 . 8
9 U l t i m a t e C I P : W i d e n S R - 9 1 b y O n e G P L a n e i n E a c h T B D
D i r e c t i o n f r o m S R - 2 4 1 t o S R - 7 1 a n d S R - 9 1
I m p r o v e m e n t s E a s t o f 1 - 1 5 ( 2 0 3 5 )
S U B T O T A L 7 7 +
A p p x . . y ) C o s t A C o n c e p t S u m m a r y ( I m p l e m e n t a t i o n e a r ( $ M )
C o n c e p t s B y P o s t - 2 0 3 5 a n d C o n c e p t u a l P r o j e c t s
A - 1 E l e v a t e d 4 - L a n e F a c i l i t y ( M I S C o r r i d o r A ) f r o m S R - 2 4 1 2 , 7 2 0
t o 1 - 1 5 ( P o s t - 2 0 3 5 )
A - 2 A n a h e i m t o O n t a r i o I n t e r n a t i o n a l A i r p o r t M a g l e v H i g h 2 , 7 7 0 -
S p e e d R a i l ( P o s t - 2 0 3 5 ) 3 , 2 0 0
A - 3 I r v i n e - C o r o n a E x p r e s s w a y ( I C E ) 4 - L a n e F a c i l i t y f r o m 8 , 8 5 5
S R - 2 4 1 / S R - 1 3 3 t o 1 - 1 5 / C a j a l c o R o a d ( P o s t - 2 0 3 5 )
A - 4 W B S R - 9 1 t o S B S R - 5 5 I m p r o v e m e n t s ( P o s t - 2 0 3 5 ) 7 5 - 1 5 0
A - 5 E B S R - 9 1 F i f t h L a n e A d d i t i o n a t S R - 2 4 1 3 1
S U B T O T A L 1 4 , 4 5 1 -
1 4 , 9 5 6
A p p x . C o m p l e t e d P r o j e c t S u m m a r y S i n c e 2 0 0 6 C o s t
B ( C o n s t r u c t e d Y e a r ) ( $ M )
B - 1 G r e e n R i v e r R o a d O v e r c r o s s i n g R e p l a c e m e n t ( M a r c h 2 4 . 3
2 0 0 9 )
B - 2 N o r t h M a i n S t r e e t C o r o n a M e t r o l i n k S t a t i o n P a r k i n g 2 5
S t r u c t u r e ( J u n e 2 0 0 9 )
B - 3 E a s t b o u n d L a n e A d d i t i o n f r o m S R - 2 4 1 t o S R - 7 1 5 1 . 2
( S e p t e m b e r 2 0 1 0 )
8 - 4 W i d e n S R - 9 1 b e t w e e n S R - 5 5 a n d S R - 2 4 1 b y A d d i n g a 8 5 . 2
5 t h G P L a n e i n E a c h D i r e c t i o n ( J a n u a r y 2 0 1 3 )
B - 5 S R - 9 1 W B L a n e a t T u s t i n A v e n u e ( A p r i l 2 0 1 6 ) 4 5 . 2
B - 6 M e t r o l i n k S e r v i c e I m p r o v e m e n t s ( J u n e 2 0 1 6 ) 2 4 9
5
Project 9).
The WB morning (a.m .) traffic analysis results ind icate that
for the year 2021 forecasts , travel times in Riversi de
Coun ty are anticipated to improve significantly (by abou t 8
minutes) due to the inclusion of the Initial Phase of the
CIP (Project 1 ), but increase slightly (by about 1 minute ) in
Orange County . Bottlenecks are anticipated at the
Orange-R iverside County line and at the SR-2 41
interchange /Gypsum Canyon interchange area . A mi nor
bottleneck is shown at the SR-55 interchange . The main
bottlenecks in Riverside County have decreased becau se
of the completion of proposed projects (including the In it ial
Phase of the CIP), though some congestion is stil l
forecasted . In the year 2030 forecast , WB bottlenec ks
occur at the Orange-R iverside County line and at the SR-
241 interchange /Gypsum Canyon interchange area. This
results in an increase in travel time within Rivers ide
County from about 27 minutes in 2021 to about 45
minutes in 2030. The completion of Project 6 improv es
the minor bottleneck at the SR -55 interchange. Assumi ng
Corridor A and the ICE are not constructed by 20 35,
bottlenecks appear at the Orange -Riverside County li ne,
at the SR-241 interchange /Gypsum Canyon interchan ge
area , and a minor bottleneck at the SR-55 interchang e.
With complet ion of the ultimate CIP project , Rivers ide
County 2035 travel times (about 19 minutes) impro ve
dramatically with reduction to below 2021 levels (about 27
minutes). For all forecast hor izon years , travel times in
Orange County remain relatively unchanged betwe en
d:. 2017 SR-91 IMPLEMENTATION PLAN
Existing (2016) and 2030 and show an increase in 2035
(approx imately 5 minutes over exist ing) due to the growth
in tr affic and alleviation of bottlenecks upstream . A project •
to address the operational aspects for the WB SR-91 to
SB SR -55 movement is included (see Concept A-4) in
addi tion to exploring multi-modal opportunities by OCTA
on, or adjacent to , the SR -91 corr idor that could provide
addi tional congest ion relief.
The EB evening (p .m.) peak hour traffic analysis indicates
that for the year 2021 forec asts , bottlenecks are shown
just before the SR-55 interchange , at the Orange-
Ri verside County line , and just before the Main Street
inte rchange. Implementation of Projec t 1, the Initial Phase
of the CIP , results in decreased Riverside County corr idor
tr avel times from approx imately 26 minutes to 17 minutes
in 2021. In the year 2030 forecast , EB bottlenecks are still
shown west of the SR -55 interchange at the Orange-
Riverside County line , and just before the Main Street
interchange , with overall travel time increasing by
approximately 11 minutes compared to 2021 conditions.
For the 2035 horizon year , bottlenecks appear at SR -55 ,
at SR-241 , and j~st before the Main Street interchange . •
The 2035 travel times for EB SR -91 in Riverside County
are reduced due to the comp letion of proposed projects
but gradually increase (to an add itional 14 minutes) in
Orange County when compared to 2021 . Figures 1-1 and
1-2 below show the existing (2016) and horizon year
corr idor travel times by County .
•
6
"
"
F i g u r e 1 - 1 - M a i n l i n e W e s t b o u n d S R - 9 1 f r o m 1 - 1 5 t o S R - 5 7 A . M . P e a k H o u r A v e r a g e T r a v e l T i m e ( M i n u t e s )
1 2 0
1 0 0
8 0
6 0
4 0 - . . . . _ _ _ . _ . .
- r r ~ ' ) c
o ( ' " " . ,
. 4
2 0
. _ . . . . . . . . . . . . . . . . . . . . .
~ -
0
E x i s t i n g ( 2 0 1 6 ) 2 0 2 1 2 0 3 0 2 0 3 5
1 3 1 0 r a n g e C o u n t y C l l R i v e r s i d e C o u n t y
F i g u r e 1 - 2 - M a i n l i n e E a s t b o u n d S R - 9 1 f r o m S R - 5 7 t o 1 - 1 5 P . M . P e a k H o u r A v e r a g e T r a v e l T i m e ( M i n u t e s )
1 2 0
1 0 0
8 0
6 0
4 0
2 0
0
E x i s t i n g { 2 0 1 6 ) 2 0 2 1
1 3 1 O r a n g e C o u n t y
I C E S T A T U S S U M M A R Y
T h e I C E c o n c e p t ( s e e C o n c e p t A - 3 ) w a s c o n c e i v e d a s
p a r t o f t h e M I S a n d w a s e s t a b l i s h e d a s p a r t o f a s u i t e o f
p r o j e c t s t o s u p p o r t f u t u r e p e a k d e m a n d v o l u m e s b e t w e e n
R i v e r s i d e a n d O r a n g e C o u n t i e s . T h e I C E w a s f u r t h e r
e v a l u a t e d i n 2 0 0 9 f o r f i n a n c i a l a n d g e o t e c h n i c a l f e a s i b i l i t y .
S e v e n ( 7 ) p r i m a r y f e a s i b i l i t y i s s u e s w e r e c o n s i d e r e d :
2 0 3 0 2 0 3 5
I J R i v e r s i d e C o u n t y
" ! " C o r r i d o r c o n c e p t s ( f u l l t u n n e l a n d p a r t i a l
t u n n e l / p a r t i a l s u r f a c e r o a d ) .
" ! " T u n n e l c o n f i g u r a t i o n .
" ! " T u n n e l e x c a v a t i o n a n d s u p p o r t m e t h o d s .
" ! " T u n n e l s y s t e m s ( e . g . v e n t i l a t i o n , e m e r g e n c y f i r e
s y s t e m , o p e r a t i o n b u i l d i n g , t o l l s y s t e m , e t c . ) .
" " ! " G e o l o g i c , h y d r o g e o l o g i c / h y d r o l o g i c ,
g e o t e c h n i c a l c o n d i t i o n s .
a n d " ! " C o n s t r u c t i o n c o n s i d e r a t i o n s .
" ! " C o n s t r u c t i o n , O p e r a t i o n & M a i n t e n a n c e ( O & M )
c o s t s . d : . 2 0 1 7 S R - 9 1 I M P L E M E N T A T I O N P L A N 7
At the conclusion of the financ ial and geo techn ic al
feas ibility study in 2010 , the Riverside-Orange Corri dor
Authority Board (ROCA) directed staff to shelve the
project due to its high construction cost and the difficult
economic climate , and to reevaluate the concept on an
annual basis during the preparation of the SR -91
Implementation Plan .
The National Forest Service has continued mon itor ing of
the ground water level along the preliminary alignment of
the tunnel and has not found any significant chang es
since 2010 . The technological ability to cons truct the
large-diameter tunnels is currently available ; however , the
cost of tun oel boring machines (TBM) required to
construct this project has not been reduced significan tl y.
~ 2017 SR-91 IMPLEMENTATION PLAN
In general , no significant changes to the seven feas ibility
is sues considered for the ICE concept have occurred over •
th e last seven years .
Conclusion
An assessment of current economic conditions , lack of
st ate and federal transportation funding ; and the high
construction cost is hamper ing the ability of OCTA and
RCTC to implement this concept. Unt il considerable
advancements are made in regards to efficient and
affordable tunneling technology , and more state and
fe deral funding are made available , the concept will
re main a challenge to implement.
•
•
8
SECTION 2: IMPLEMENTATION PLAN
~~~~~~~~~~~~~~~~~~
.OVERVIEW
The 2017 Plan describes projects, implementation
schedules , key consideration , benefits , and costs (in 2017
dollars, or as noted) for major projects and concepts
through Post-2035 . Some of the projects and concepts
identified in this Implementation Plan are based on the
MIS that was completed in January 2006. The projects
and concepts are presented based on potential
implementation schedules and priorities established in the
MIS and subsequent updates . The schedules for
implementation of the packages of projects include 2021 ,
2030 , and 2035. The 2021 projects are capable of being
implemented through the project development process
with minimal to moderate environmental constraints or are
under construction . Some of the longer-range projects for
2030 and 2035 require more significant planning and
environmental assessment prior to design .
Each of the project or concept improvements includes an
•
estimated project schedule. It is important to note that
implementing various time saving measures , such as
design-build or contractor incentives for early completion ,
may potentially reduce project schedules . The
implementation phases 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 environ111ental clearance for the project
and programs for final design and right of way
acquisition . The duration for this phase is typically
2-3 years.
•!• Design = Plans, Specifications and Estimates
(PS&E) -Provide detailed design to contractors for
construction bidding and implementation .
•!• Construction = The project has completed
construction and will provide congestion relief to
motorists .
The intent of these Implementation Plan project packages
is to provide an action list for OCTA , RCTC and Caltrans
to pursue in the project development process or for
initiating further studies.
Figure 2-1 -SR-91 Project Study Area from SR-57 to 1-15
.. b o•
" .............. A NAHEIM
• a. 2017 SR-91 IMPLEMENTATION PLAN
Bernardino
CHINO
HILLS
~ ..
9
PROJECTS BY YEAR 202 1
~~~~~~~~~~~~~~~~~~~~~~~
The first set of projects will be completed by 2021 and includes fou r (4) improvements at a total cost of approximately $1 .65 •
billion (in 2017 dollars , or as noted). The projects includ e the In itial SR-91 Corridor Improvement Project (CIP) that will widen
SR-91 by one GP lane in each direction east of Green Rive r Rd, add co ll ector-distributor (CD) roads and direct south
connectors at 1-15 /SR-91 , extend the 91 Express Lanes to 1-15, and pro vide system /local interchange improvements; Express
Bus service improvements ; Metrolink Service and Sta tion Imp ro vements; and a SR-241/ 91 Express Connector . Further
details for each of the projects are included follow ing the summa ry below .
Project No.
1
2
3
4
Project Summary (Implementation Year)
Initial Phase CIP : Widen SR-91 by One GP Lan e in Ea ch Direc tio n East of Green River Rd , CD Roads and
1-15 /SR-91 Direct South Connector , Extension of Ex pre ss Lane s to 1-15 and System /Local Interchange
Imp rovemen ts (20 17 )
Express Bus Service Improvements (2017 )
Metrolink Service and Station Improvements (20 20)
SR-241 /91 Express Connector (202 1)
SUBTOTAL
Figure 2-2 -Summary of Pro ject s fo r Implementation By 2021
Bernardino
C HI NO
HI LLS
L~
' ' ' ' \
' ' ' \.
' \
'
Cost ($M)
1,407
6
55 .8
181
1,650
NORCO
. ; r i o,,,
.. J • ..
•
•
~ 2017 SR-91 IMPLEMENTATION PLAN 10
" P r o j e c t N o : 1 A n t i c i p a t e d C o m p l e t i o n : 2 0 1 7 P r o j e c t C o s t E s t i m a t e ' T o t a l C a p i t a l C o s t $ 1 , 1 6 1 , 0 0 0 , 0 0 0 S u p p o r t C o s t S 2 4 6 , 0 0 0 , 0 0 0 T o t a l P r o j e c t C o s t $ 1 , 4 0 7 , 0 0 0 , 0 0 0 P r o j e c t S c h e d u l e " P r e l i m i n a r y E n g i n e e r i n g E n v i r o n m e n t a l D e s i g n / C o n s t r u c t i o n C o m p l e t e d C o m p l e t e d 2 0 1 3 - 2 0 1 7 ' C o s t o b t a i n e d f o r I n i t i a l P h a s e i s f r o m R C T C ( 2 0 1 4 d o l l a r s ) S c h e d u l e f o r l n i t a l P h a s e ; s u b s e q u e n t p h a s e f o r U l t i m a t e P r o j e c t a n t i c i p a t e d i n 2 0 3 5 ( s e e P r o j e c t # 9 ) L E G E N D - E x i s t i n g H i g h w a y - l n t e r c h a n Q e J R a m p - C o u n t y l i n e " " " C o a l C a n y o n C r o s s i n g E J l l H O V L a n e , ! f : . T o l l e d E x p r e s s L a n e - E x i s h n g L a n e - P r o p o s e d I m p r o v e m e n t L a n e - C D R o a d - A u x i t i a r y L a n e B r a i d e d C o n n e c t o r " " I n i t i a l P h a s e C I P : W i d e n S R - 9 1 b y O n e G P l a n e I n E a c h D i r e c t i o n E a s t o f G r e e n R i v e r R o a d , C D R o a d s a n d 1 - 1 5 / S R - 9 1 D i r e c t S o u t h C o n n e c t o r , E x t e n s i o n o f E x p r e s s L a n e s t o 1 - 1 5 a n d S y s t e m I L o c a l I n t e r c h a n g e I m p r o v e m e n t s P r o j e c t D e s c r i p t i o n T h e a p p r o v e d P r o j e c t S t u d y R e p o r t ( P S R ) f o r t h e S R - 9 1 C o r r i d o r I m p r o v e m e n t P r o j e c t ( G I P ) , f r o m S R - 2 4 1 t o P i e r c e S t r e e t , i n c l u d e s t h e a d d i t i o n o f a 5 t h g e n e r a l p u r p o s e l a n e i n e a c h d i r e c t i o n , t h e a d d i t i o n o f a u x i l i a r y l a n e s a l v a r i o u s l o c a t i o n s , a d d i t i o n a l l a n e s a l t h e S R - 7 1 / S R - 9 1 i n t e r c h a n g e ( P r o j e c t # 5 ) , a n d c o l l e c t o r - d i s t r i b u t o r ( C D ) l a n e s a t t h e 1 - 1 5 / S R - 9 1 i n t e r c h a n g e . S u b s e q u e n t l y , t h e R i v e r s i d e C o u n t y T r a n s p o r t a t i o n C o m m i s s i o n ' s ( R C T C ) 1 0 - Y e a r D e l i v e r y P l a n r e c o m m e n d e d t h e f o l l o w i n g i n a d d i t i o n t o t h e P S R r e c o m m e n d e d i m p r o v e m e n t s : t h e e x t e n s i o n o f t h e 9 1 E x p r e s s L a n e s f r o m t h e O r a n g e C o u n t y l i n e t o 1 - 1 5 , t h e c o n s t r u c t i o n o f S R - 9 1 ( E B I W B ) / 1 - 1 5 ( S B / N B ) E x p r e s s L a n e s m e d i a n d i r e c t c o n n e c t o r s , a n d t h e c o n s t r u c t i o n o f o n e E x p r e s s L a n e i n e a c h d i r e c t i o n f r o m t h e 1 - 1 5 / S R - 9 1 i n t e r c h a n g e s o u t h e r l y t o 1 - 1 5 / C a j a l c o R o a d , a n d n o r t h e r l y t o 1 - 1 5 / H i d d e n V a l l e y P a r k w a y . A n E x p r e s s L a n e s i n g r e s s / e g r e s s l a n e i s a l s o p l a n n e d n e a r t h e C o u n t y L i n e . D u e t o e c o n o m i c c o n d i t i o n s , a P r o j e c t P h a s i n g P l a n w a s d e v e l o p e d t o a l l o w a n I n i t i a l P h a s e w i t h r e d u c e d i m p r o v e m e n t s t o m o v e f o r w a r d a s s c h e d u l e d , w i t h t h e r e m a i n i n g u l t i m a t e i m p r o v e m e n t s t o b e c o m p l e t e d l a t e r . T h e f o l l o w i n g i s a s u m m a r y o f t h e d e f e r r e d u l t i m a t e i m p r o v e m e n t s : 1 - 1 5 / S R - 9 1 m e d i a n N o r t h D i r e c t C o n n e c t o r ( P r o j e c t # 7 ) , a n d 1 - 1 5 E x p r e s s L a n e s N o r t h t o H i d d e n V a l l e y P a r k w a y ( P r o j e c t # 9 ) ; g e n e r a l p u r p o s e l a n e s a n d E x p r e s s L a n e s f r o m 1 - 1 5 t o P i e r c e S t r e e t ; a n d g e n e r a l p u r p o s e l a n e s f r o m S R - 2 4 1 t o S R - 7 1 . T h e 1 - 1 5 E x p r e s s L a n e s t o b e e x t e n d e d f r o m O n t a r i o A v e n u e t o C a j a l c o R o a d a r e i n c l u d e d i n R C T C ' s 1 - 1 5 E x p r e s s L a n e P r o j e c t w i t h a n a n t i c i p a t e d c o m p l e t i o n i n 2 0 2 0 . K e y C o n s i d e r a t i o n s C o o r d i n a t i o n a m o n g m a n y o f t h e S R - 9 1 f r e e w a y p r o j e c t s t h a t o v e r l a p t h e p r o j e c t l i m i t s i s c r i t i c a l t o s u c c e s s f u l l y d e l i v e r i n g t h e s e p r o j e c t s o n s c h e d u l e a n d w i t h i n b u d g e t . D e s i g n i n g t o a c c o m m o d a t e f u t u r e p r o j e c t s i s a r e c u r r i n g t h e m e f o r e a c h o f t h e s e p r o j e c t s . M i n i m i z i n g c o n f l i c t s 1 n s c o p e b e t w e e n p r o j e c t s r e q u i r e s d i r e c t c o o r d i n a t i o n b e t w e e n e a c h p r o j e c t l e a r n . A d d i t i o n a l l y , f u t u r e p r o j e c t s f r e q u e n t l y h a v e m u l t i p l e a l t e r n a t i v e s u n d e r s t u d y , e a c h w i t h d i f f e r i n g s c o p e a n d c o n s t r u c t i o n f o o t p r i n t s . S p e c i f i c a l l y , t h e p r o j e c t i m p r o v e m e n t s n e e d t o c o n t i n u e t o b e c o o r d i n a t e d w i t h t h e S R - 7 1 / S R - 9 1 I n t e r c h a n g e ( P r o j e c t # 5 ) , t h e S R - 2 4 1 / 9 1 E x p r e s s C o n n e c t o r ( P r o j e c t # 4 ) , a n d R C T C ' s 1 - 1 5 E x p r e s s L a n e P r o j e c t . B e n e f i t s T h e I n i t i a l P h a s e a n d U l t i m a t e G I P p r o j e c t s w i l l r e d u c e c o n g e s t i o n a n d d e l a y s b y p r o v i d i n g a d d i t i o n a l S R - 9 1 c a p a c i t y f r o m S R - 2 4 1 t o P i e r c e S t r e e t , a l o n g 1 - 1 5 f r o m S R - 9 1 t o C a j a l c o R o a d t o t h e s o u t h , a n d t o H i d d e n V a l l e y P a r k w a y t o t h e n o r t h . T r a f f i c o p e r a t i o n s w i l l i m p r o v e b y e l i m i n a t i n g o r r e d u c i n g w e a v i n g c o n f l i c t s a l o n g S R - 9 1 a n d 1 - 1 5 b y t h e u s e o f C D r o a d s a n d a u x i l i a r y l a n e s . T h e p r o j e c t w i l l p r o v i d e m o t o r i s t s a c h o i c e t o u s e E x p r e s s L a n e s f o r a f e e i n e x c h a n g e f o r t i m e s a v i n g s . C u r r e n t S t a t u s T h e e n v i r o n m e n t a l p h a s e w a s c o m p l e t e d i n F a l l 2 0 1 2 A D e s i g n - B u i l d c o n t r a c t o r w a s s e l e c t e d i n M a y 2 0 1 3 a n d c o n s t r u c t i o n a c t i v i t i e s b e g a n i n e a r l y 2 0 1 4 f o r t h e I n i t i a l P h a s e T h e p r o j e c t i s a n t i c p a t e d t o o p e n t o t r a f f i c i n S p r i n g 2 0 1 7 w i t h f i n a l p r o j e c t a c c e p t a n c e a n t i c i p a t e d a t t h e e n d o f 2 0 1 7 . A u t o C e n t e r D r M a p l e S t L i n c o l n A v M a i n S t C o u n t y L i n e S e r f a a C l u b D r O n F r o m O n N B F r o m 1 - 1 5 S B 1 - 1 5 M c K i n l e y S t P i e r c e S t I n g r e s s / E g r e s s l a n e s s h o w n w i 1 h i n t h e E x p r e s s L a n e s b y r e s t r i p i n g 3 - L a n e C D R o a d C o n n e c t o r f r o m M a i n S t E B o n - r a m p b r a i d t o j o i n S R - 9 1 a s a m e r g e r a m p A d d i t i o n a l l a n e b y r e s t r i p e o f e x i s t i n g l a n e s ~ 2 0 1 7 S R - 9 1 I M P L E M E N T A T I O N P L A N H O V / H O T l a n e s t o ~ 1 5 / 0 n t a r i o A v 1 1
Project No: 2
Anticipated Completion: 2017
Project Cost Estimate*
Tota l Annual Capital Cost
Tota l Annual Operating Cost
$ 1,000 ,000**
$ 5 ,000 ,000**
Project Schedule
Rivers ide/Coro n a to
Ana he im Resort
Temecu la to
Vi llage at O r ange
Vill age at Orange to
Riverside/Corona
Rivers ide/Corona to
South Coast Metro
FY 20 17
(Planned RTA Route 200)
FY 20 17
(Pl anned RTA Route 205)
Existing
(RTA Route 216)
Existing
(OCTA Route 794 )
* Capital and Operating costs from
OCTA and RCTC (2015 doll ars )
** 20-year average
Ex press Bus Service Improvements
Pr oject Des cription •
O ra ng e C o u nty Transportation A uthority (OCTA), w ork ing w ith the
Rivers ide County Transportation Commission (RCTC), and the Riverside
Trans it Age ncy (RTA ), plans an expansion of Express Bus ser vice between
R ivers ide an d Orange counties . Commuters lack direct transit
con ne ction s to some Orange County emp loyment centers , and ne w
Ex pres s Bu s service can provide th is connection .
Ex isti n g Ser vice
O CTA has o p erated Route 794 since 2006 f rom R ivers ide County to
Hutton Cen tr e and South Coast Metro (show n in orange be low ). RTA has
o perated Ro ute 2 16 s ince 2010 betw een the Vil lage at Orange and
Dow ntown Rivers ide (show n in red be low).
New Servi c e
Tw o new Ex press Bus routes are planned for implementation by Fisca l
Year 20 17 between Rive rside County and Orange County includ ing RTA
route 20 0 (show n in blue below) from Rive rside County to Corona and to
t he An a hei m Resort. The route would include th ree A M and t hree P M
rou ndtrips by three buses . RTA route 205 (show n in green below) from
Te mec ula to the Vill age at Ora nge is proposed to inc lude t wo A M and two
P M ro undtrip s by 2 buses . Exi st ing RTA route 216 (show n in red below)
from th e Riv erside Dow ntown Term ina l to th e Vil lage at Orange is planned
for exp ansi on of se rvi ce from the current two buses to fo ur buses by Fisca l
Year 20 23.
Upon completion of the proposed 91 Express La nes , RCTC expects RTA to nearly doub le Express Bus service on SR-91 . Cu r rentl y,
OCTA operates 15 bus trips per day on SR-91 and , based on ex pa nsion of r idership , RCTC env isions RTA add ing 20 add itiona l trips ,
eventually bring ing the to tal to 35 dai ly tri ps . Ser vice durat ion fo r thi s exp ansion will increase by 11 ,500 hou rs pe r year and will be se rved
by five new RTA coaches to be procured spec ificall y for th is service , an d RTA wi ll add five more coaches by 20 17.
Key Consi derations •
Operati ng costs will average $5 ,000 ,000 each year and capit al costs w ill average $1,000,000 per year. The cost sha ri ng w ill be
negot iated between Orange and Riverside count ies . RCTC is com mitti ng $5,000 ,000 pr ima ri ly fo r Express Bus purchases once the
Rivers ide County portion of the 91 Express Lanes open .
lntercounty Express Bus se rvi ce is effect iv e between locat io ns where tran sit travel t imes by Express Bus wou ld be mo re co mpeti t ive
t han Met roli nk and connect ing ra il feede r b uses . There is so me duplicati on of se rvi ce be tween t he ex ist ing Express Bus routes and
Met roli n k se rvice . O ne reaso n custome r s are attracted to Ex p res s Bus serv ice over Metroli nk is that the cost is app roxima tel y 33%
low er. There may be some me ri t to subs idiz ing Metro lin k fa re s fo r pri ce-sensit ive t rans it r iders in th is co rrid or instead of keep in g
co mpe ti tive bus se r vice .
Benefits
Deve lopment of Express Bus services w ill contribute to co ngestion rel ief on SR-9 1.
Current Status
A coope rative ag ree ment co verin g th e Riverside /Coro na to Sout h Coast Metro servi ce wi th Riverside Co unt y has been de velo ped . The
Riv erside Coun ty to So uth Coast Metro Express Bus rou te is cu rrentl y op erating. Expansion of th e pro gram is depe ndent upon avail abl e
ope rating fu nds and fu tu re fi nancial comm itments w it h Riv ersi de Count y. The imp lementation da tes ma y cha nge based on fun din g
availab ility.
FUL TON '%
PLACENTIA
Yorba
Lln<la
'0tba L 1nd• B lvd
YORBA
LINDA
d:. 2017 SR-91 IMPLEMENTATION PLAN
" .. ,.
E F0vu,,,1p._,
12
"
"
M e t r o l i n k S e r v i c e a n d S t a t i o n I m p r o v e m e n t s
P r o j e c t N o : 3
A n t i c i p a t e d C o m p l e t i o n : 2 0 2 0
P r o j e c t C o s t E s t i m a t e *
A n a h e i m C a n y o n S t a t i o n C o s t
P l a c e n t i a S t a t i o n C o s t
T o t a l O C T A C o s t s
P r o j e c t S c h e d u l e
T o b e c o m p l e t e d b y 2 0 2 0
$ 2 1 , 0 0 0 , 0 0 0
$ 3 4 , 8 0 0 , 0 0 0
$ 5 5 , 8 0 0 , 0 0 0
* C o s t s f r o m O C T A a n d b a s e d o n
p r o j e c t e d s t a r t o f c o n s t r u c t i o n
B e n e f i t s
P r o j e c t D e s c r i p t i o n
T h e A n a h e i m C a n y o n S t a t i o n i m p r o v e m e n t p r o j e c t i n c l u d e s t h e
a d d i t i o n o f a s e c o n d t r a c k , p l a t f o r m , e x t e n s i o n s o f t h e e x i s t i n g
p l a t f o r m , a n d a s s o c i a t e d p a s s e n g e r a m e n i t i e s , i n c l u d i n g t i c k e t
v e n d i n g m a c h i n e s . b e n c h e s , c a n o p i e s a n d s i g n a g e . T h i s p r o j e c t
w i l l i m p r o v e t h e s a f e t y a n d o n - t i m e p e r f o r m a n c e o f M e t r o l i n k
s e r v i c e , a s w e l l a s i m p r o v e d p e d e s t r i a n c i r c u l a t i o n w i t h i n t h e
s t a t i o n . O C T A i s t h e l e a d o n a l l p h a s e s o f p r o j e c t d e v e l o p m e n t ,
i n c l u d i n g e n v i r o n m e n t a l .
T h e p r o p o s e d P l a c e n t i a M e t r o l i n k S t a t i o n w i l l b e a n e w s t a t i o n o n
t h e 9 1 / P e r r i s V a l l e y l i n e . O C T A i s t h e l e a d f o r d e s i g n a n d
c o n s t r u c t i o n o f t h e p r o j e c t s .
K e y C o n s i d e r a t i o n s
C o o r d i n a t i o n h a s b e e n o n g o i n g w i t h t h e M e t r o l i n k e x t e n s i o n s t u d i e s
f o r t h e A n a h e i m C a n y o n a n d P l a c e . n t i a S t a t i o n I m p r o v e m e n t s .
E n a b l e s d e v e l o p m e n t o f e x p a n d e d M e t r o l i n k s e r v i c e , i m p r o v e d e f f i c i e n c y , a n d f o s t e r s t r a i n r i d e r s h i p g r o w t h i n t h e r e g i o n
w h i c h w i l l c o n t r i b u t e t o c o n g e s t i o n r e l i e f o n S R - 9 1 .
C u r r e n t S t a t u s
P r e l i m i n a r y p l a n s a n d e n v i r o n m e n t a l c l e a r a n c e o f t h e A n a h e i m C a n y o n S t a t i o n p r o j e c t s w e r e c o m p l e t e d i n e a r l y 2 0 1 7 .
F i n a l p l a n s , s p e c i f i c a t i o n s a n d e s t i m a t e s a r e e x p e c t e d t o b e c o m p l e t e d i n M a y 2 0 1 9 . C o n s t r u c t i o n f o r t h e A n a h e i m C a n y o n
S t a t i o n i m p r o v e m e n t s s h o u l d b e g i n i n f a l l 2 0 1 9 .
P l a n s f o r t h e n e w P l a c e n t i a S t a t i o n p l a t f o r m s , s t a t i o n a m e n i t i e s . a n d p a r k i n g a r e 9 5 p e r c e n t c o m p l e t e . T h e p l a n s a r e b e i n g
r e v i s e d t o i n c l u d e a p a r k i n g s t r u c t u r e a n d a r e a n t i c i p a t e d t o b e c o m p l e t e a n d r e a d y t o b i d i n f a l l 2 0 1 7 . C o n s t r u c t i o n i s
a n t i c i p a t e d t o b e g i n i n s p r i n g 2 0 1 8 .
Y O R B A
L I N D A
P L A C E N T I A
T H E C R O S S I N G S
( T R A N S I T O R E M T E O D E V E L O P M E N T )
P A C 1 F 1 C E N T E R
I m a g e s o u r c e :
A n a h e i m C a n y o n S t a t i o n P r o 1 e c t D e f i n i t i o n R e p o r t , F e b r u a r y 2 3 , 2 0 1 5
E X P A N S K > N
A R � A
G E A P P U A N C E " " "
S E R V I C E '
F A C I U T Y
r
a . 2 0 1 7 S R - 9 1 I M P L E M E N T A T I O N P L A N 1 3
Project No: 4
Anticipated Completion: 2021
Project Cost Estimate*
Total Project Cost $ 181 ,000 ,000
Project Schedule
Prel iminary Engineering
Envi ronmental
Design /Construction
Completed
2012-2018
2018-2021
* Assumes a 2-lane connecto r,
extending as far as Coal Canyon .
LEGEND
-Ex ist ing Hi ghway
-Interchange/Ramp
-County Line
• • • Coa l Canyon C ros sing
~ Toll ed Ex:press Lane
-Existin g La ne
-Propose d Improveme nt La ne
':_ ~ ~ Project #1 Im provements
",
•
I'
~-~ O n...-(;yps um Ca nyon Rd Off
On Off
SR-241/91 Express Connector
Proje ct Desc r iption
The SR-241/9 1 Ex press Connector w ill carry northbound (NB) SR-241 tra.
to ea stbound (EB) 91 Express Lanes and carry w estbound (WB) 91 Expre
Lanes t raffic to so uthbound (SB) SR-241 . Outside widening would be
requi red on the sou th side of SR-91 for realignment of EB lanes up to the
Coal Ca nyon Cros sing.
Key Co nside rati ons
This p roj ect was o r ig inally planned as a High Occupancy Vehicle (HOV)
conn ecto r into th e SR-91 HOV lane. With the implementation of the 91
Expre ss Lan e s , t h e project w ill need to carefully coordinate the traffic
operations a nd t o ll ing policies that w ill result w ith the convergence of the
SR-24 1 Toll Road, the ex isting OCTA 91 Express Lanes , and the proposed
extensio n of t he 9 1 Express Lanes by RCTC . The project will follow the
SR-9 1 C IP (Proje ct #1 ) in its implementation and w ill need to be designed
acco rdin g ly. Con ti nuous operations of the 91 Express Lanes w ill be a key
cons id e ration for this proj ect. The prel iminary analysi s calls for the SR-91
cente r med ian to be w idened to the south to make room for a two lane (one
in ea ch direct ion) di rect connector and associated Express Auxilliary Lanes
in ea c h di rect io n . T he project w ould t ie into the SR-91 CIP improvements
at Co al Canyo n
Benefi t s
The p roj ect w ill p rovide connectivity from the 91 Express Lanes and the
SR-24 1 Easte rn Transportation Corridor System . The proj ect improves
acce ss to SR -241 and South County for traffic that does not currently ut ilize
the 9 1 Ex pre ss La nes, w hich also improves WB SR-91 by eliminating the
need fo r HOV a nd Express Lane users to weave across four gener.
purpose lane s to us e the ex isting SB SR-241 connector. It w ill he lp allevia
cong esti o n th roug h the corr idor by allow ing SR-241 and 91 Express Lanes
users to bypa ss th e existing 241 /91 genera l purpose connectors .
Current Status
Pre li minary engineering concepts for
Cou nty Li ne
Ingress /Egress la nes sho wn
within Exp re ss Lanes
a SR-241 /91 Express Lanes direct
connector have been developed by
The Foothill /Eastern Transportation
Corridor Agency (TCA) and Caltrans.
The 91 Express Lanes Extension and
SR-241 Connector Feasibility Study
w as comp leted in March 2009 and
w as initiated to evaluate the various
alternatives . A Project Study Report
was initiated in January 2011 and was
completed by January 2012 . The
Draft Project Report and Draft
Environmental Document w e r e
completed in late-2016 , and the Final
Project Report and Environmental
Document is anticipated to be
comp l eted in late-2017 . Final
Engineering is underway and
anticipated to be completed.
mid-2018 . by re strip i ng (P roj e ct #1)
a. 2017 SR-91 IMPLEMENTATION PLAN 14
"
. P r o j e c t s f o r i m p l e m e n t a t i o n b y 2 0 3 0 i n c l u d e t h e i n t e r c h a n g e i m p r o v e m e n t s a t S R - 7 1 / S R - 9 1 , S R - 9 1 w i d e n i n g i m p r o v e m e n t s
b e t w e e n S R - 5 7 a n d S R - 5 5 , a n d 1 - 1 5 / S R - 9 1 N o r t h D i r e c t C o n n e c t o r . T h e 2 0 3 0 p r o j e c t s a r e a t l e a s t p a r t i a l l y f u n d e d a n d
u n d e r w a y i n v a r i o u s s t a g e s o f p r o j e c t d e v e l o p m e n t . O C T A , R C T C , a n d C a l t r a n s h a v e i n i t i a t e d p r e l i m i n a r y p l a n n i n g a c t i v i t i e s
f o r t h e s e p r o j e c t s t o e n s u r e r e a d i n e s s w h e n l o c a l , s t a t e , o r f e d e r a l f u n d i n g b e c o m e s a v a i l a b l e . C o n s e q u e n t l y , t h e r e m a y b e
o p p o r t u n i t i e s t o a d v a n c e t h e s e p r o j e c t s i f a d d i t i o n a l f u n d i n g i s m a d e a v a i l a b l e . P r o j e c t s f o r i m p l e m e n t a t i o n b y 2 0 3 0 a r e
e x p e c t e d t o c o s t a p p r o x i m a t e l y $ 6 5 0 m i l l i o n t o $ 7 5 4 m i l l i o n ( i n 2 0 1 7 d o l l a r s , o r a s n o t e d ) .
P r o j e c t N o .
5
6
7
P r o j e c t S u m m a r y ( I m p l e m e n t a t i o n Y e a r )
S R - 7 1 / S R - 9 1 I n t e r c h a n g e I m p r o v e m e n t s ( 2 0 2 3 )
S R - 9 1 b e t w e e n S R - 5 7 a n d S R - 5 5 ( 2 0 3 0 )
1 - 1 5 / S R - 9 1 N o r t h D i r e c t C o n n e c t o r ( 2 0 3 0 )
S U B T O T A L
F i g u r e 2 - 3 - S u m m a r y o f P r o j e c t s f o r I m p l e m e n t a t i o n B y 2 0 3 0
B e r n a r d i n o
C H I N O
H I L L S
l
l - . . . . , .
' \
' \
' \
\
' \
' \
\
' \
~ "
C o s t ( $ M )
1 2 3 . 4
3 4 7 - 4 5 0
1 8 0
6 5 0 - 7 5 4
J C O R O N A ~
<
" a . 2 0 1 7 S R - 9 1 I M P L E M E N T A T I O N P L A N 1 5
Project No: 5 Anticipated Completion: 2023 Project Cost Estimate' Total Project Cost $ 123,397,000 Project Schedule Preliminary Engineering Environmental Design Construction Completed Completed Completed 2021-2023 • Cost obtained from preliminary engineer's cost estimate (2011 dollars) LEGEND -Existmg Highway -Interchange/Ramp -Countylme • • • Coal Canyon Crossmg A Tolled Express Lane -Existmg Lane -Proposed Improvement Lane -CO Road -Auxihary Lane ~ ~ ~ Proiect t! 1 and #4 Improvements • 2017 SR-91 IMPLEMENTATION PLAN • SR-71/SR-91 Interchange Improvements Project Description The current project includes a new two-lane direct connector flyover from eastbound (EB) SR-91 to northbound (NB) SR-71 an.d modifications to the existing Green River Road EB SR-91 on-ramp. Key Considerations Project improvements must be coordinated with the following projects: the SR-91 Corridor Improvement Project (CIP) (Project #1 and #9) and the SR-241/91 Express Connector (Project #4). The Green River Road Overcrossing Replacement was completed in March 2009 (see Appendix B Project# B-1) and consisted of replacing the previously existing Green River Road Overcrossing with a new six-lane wide, 4-span overcrossing to accommodate widening of SR-91 by Projects #1, #4, and #9. The SR-91 CIP (Project #1, #9) project design-build team began construction activities in early 2014. The Project Report and Environmental Document for the SR-241/91 Express Connector (Project #4) is anticipated to be completed by late 2017. 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 below the Prado Dam. In addition, implementation of Major Investment Study (MIS) Corridor A (Concept #A-1) within the median of SR-91 will require the need for a three-level crossing of SR-91 and the proposed SR-71 direct flyover connector. Coordination will be required with an at-grade or grade-separated managed lane ingress/egress facility that may be located near the county boundary as part of the SR-91 CIP (Project #1, #9). 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 connector. The project will also improve traffic operations and operational efficiency by eliminating or minimizing weaving conflicts through the use of auxiliary lanes. Current Status The environmental phase was completed in June 2011. Final design was completed in 2015. Construction is deferred to 2021-2023 pending funding availability. Ingress/Egress lanes shown w1th1n the Express Lanes by restriping by Project #1 Lanes shown are for the SR-241/91 Express Connector Project #4 County Line • On Oii Auto Center Dr Serf as Club Or 16 •
"
"
"
S R - 9 1 I m p r o v e m e n t s b e t w e e n S R - 5 7 a n d S R - 5 5
P r o j e c t N o : 6
A n t i c i p a t e d C o m p l e t i o n : 2 0 3 0
P r o j e c t C o s t E s t i m a t e *
T o t a l P r o j e c t C o s t , L o w
T o t a l P r o j e c t C o s t , H i g h
P r o j e c t S c h e d u l e
C o n c e p t u a l E n g i n e e r i n g
P r e l i m i n a r y E n g i n e e r i n g
E n v i r o n m e n t a l
D e s i g n
C o n s t r u c t i o n
L E G E N D
- E x i s t i n g H i g h w a y
- I n t e r c h a n g e / R a m p
~ H O V L a n e
t e . T o l l e d E x p r e s s L a n e
- E x i s t i n g L a n e
$ 3 4 7 , 0 0 0 , 0 0 0
$ 4 5 0 , 0 0 0 , 0 0 0
C o m p l e t e d
C o m p l e t e d
2 0 1 5 - 2 0 1 9
2 0 2 0 - 2 0 2 2
2 0 2 8 - 2 0 3 0
, ,
h
l ' i
I r
: r
- P r o p o s e d I m p r o v e m e n t L a n e I '
I n t e r c h a n g e i m p r o v e m e n t s
a t K r a e m e r B l v d / G l a s s e l ! S t
P r o j e c t D e s c r i p t i o n
I m p r o v e t h e S R - 5 7 / S R - 9 1 i n t e r c h a n g e c o m p l e x , i n c l u d i n g l o c a l i n t e r -
c h a n g e s , a n d a d d i n g c a p a c i t y b e t w e e n S R - 5 5 a n d S R - 5 7 . A n i m p r o v e -
m e n t t o N B S R - 5 7 f o r a n O r a n g e t h o r p e A v B y p a s s w a s a n a l y z e d , b u t d o e s
n o t p r o v i d e c o n g e s t i o n r e l i e f t o S R - 9 1 ; t h e r e f o r e , i s d r o p p e d f r o m c o n s i d e r -
a t i o n . I n a d d i t i o n , a d r o p o n - r a m p f r o m L a k e v i e w A v w o u l d b e l o c a t e d
b e t w e e n r e a l i g n e d W B S R - 9 1 l a n e s f o r d i r e c t a c c e s s t o S B S R - 5 5 .
S p e c i f i c i m p r o v e m e n t s w i l l b e s u b j e c t t o a p p r o v e d p l a n s d e v e l o p e d i n
c o o p e r a t i o n w i t h l o c a l j u r i s d i c t i o n s a n d a f f e c t e d c o m m u n i t i e s .
I m p r o v e m e n t s a l s o i n c l u d e s p l i t t i n g t h e W B S R - 9 1 C o n n e c t o r t o S R - 5 7 i n t o
s e p a r a t e e x i t s a n d e x t e n d i n g W B S R - 9 1 l a n e a d d i t i o n s t h r o u g h S t a t e
C o l l e g e B l v d t o c o n n e c t w i t h t h e a u x i l i a r y l a n e t o R a y m o n d A v - E a s t S t . T h e
i m p r o v e m e n t s f o r t h e B u i l d A l t e r n a t i v e i n c l u d e o n e E B G P l a n e f r o m e a s t
o f S R - 5 7 t o t h e S R - 5 5 c o n n e c t o r . O n e W B G P l a n e i s a d d e d f r o m N B
S R - 5 7 C o n n e c t o r t h r o u g h t h e S t a t e C o l l e g e B l v d i n t e r c h a n g e . A n a d d i t i o n a l
o p t i o n w a s c o n s i d e r e d f o r W B S R - 9 1 t h a t i n c l u d e d S R - 5 7 c o n n e c t o r
m e t e r i n g i n s t e a d o f t h e l a n e a d d i t i o n s " f r o m t h e S R - 5 7 c o n n e c t o r s ;
h o w e v e r , i t d i d n o t r e l i e v e t r a f f i c c o n g e s t i o n a n d i s n o t c o n s i d e r e d f u r t h e r .
K e y C o n s i d e r a t i o n s
T h e p r o p o s e d p r o j e c t i m p r o v e m e n t s o n W B a n d E B S R - 9 1 m a y r e q u i r e
r i g h t - o f - w a y a c q u i s i t i o n . A n o n - s t a n d a r d g e o m e t r i c c r o s s - s e c t i o n w i l l
m i n i m i z e t h e a m o u n t o f a c q u i s i t i o n s .
B e n e f i t s
T h e p r o p o s e d p r o j e c t i m p r o v e m e n t s o n W B a n d E B S R - 9 1 b e t w e e n S R - 5 7
a n d S R - 5 5 i n c l u d e , a m o n g o t h e r f e a t u r e s , a d d i n g o n e E B g e n e r a l p u r p o s e
l a n e t o a c h i e v e l a n e b a l a n c i n g . T h e p r o j e c t i m p r o v e m e n t s w i l l r e d u c e
c o n g e s t i o n a n d d e l a y .
C u r r e n t S t a t u s
T h e p r o j e c t i m p r o v e m e n t f o r E B S R - 9 1 w i d e n i n g a n d f o r i m p r o v e m e n t s t o
S R - 5 7 / S R - 9 1 , L a k e v i e w a n d S R - 5 5 / S R - 9 1 w e r e s t u d i e d b y t h e S R - 9 1
F e a s i b i l i t y S t u d y , w h i c h w a s c o m p l e t e d i n J u n e 2 0 0 9 . P r e l i m i n a r y
e n g i n e e r i n g w a s c o m p l e t e d i n 2 0 1 4 a n d t h e E n v i r o n m e n t a l p h a s e b e g a n i n
e a r l y 2 0 1 5 . T h e p r o p o s e d i m p r o v e m e n t s a r e i n c l u d e d i n t h e M e a s u r e M 2
p r o g r a m t h r o u g h t h e E n v i r o n m e n t a l p h a s e .
D i v e r g e f o r W B S R - 9 1 a n d S B S R - 5 5
I n t e r c h a n g e i m p r o v e m e n t s a t L a k e v i e w A v ~
S B S R - 5 5 D r o p O n - R a m p L a k e v i e w A v
S R - 5 7 K r a e m e r B l v d
S B S R - 5 5
O f f
O f f O n O f f O n O f f J
G l a s s e l ! S t
I n t e r c h a n g e i m p r o v e m e n t s a t T u s t i n A v O n O f f a . 2 0 1 7 S R - 9 1 I M P L E M E N T A T I O N P L A N 1 7
Project No: 7 Anticipated Completion: By 2030 Project Cost Estimate" Total Pro1ect Cost $ 180,000,000 Project Schedule .. Preliminary Engineering Environmental Design/Construction 2018-2019 2018-2019 TBD •Cost from RCTC (2017 Dollars) LEGEND -Existino Highway -Interchange/Ramp ~ HOV or HOT Lane ..... ~ Tolled Express Lane Existing Lane -Proposed lmprn-vement Lane ':.._:. -=:.i Protect #1 and #5 Improvements Braided Connector 1-15/SR-91 North Direct Connector Project Description The Project Approval and Environmental Document (PAIED) for the SR-91 Corridor Improvement Project (GIP), 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 (CD) lanes at the 1-15/SR-91 interchange, the extension of the 91 Express Lanes from the Orange County line to 1-15, the construction of a SR-91 Express Lanes median direct connector to and from 1-15 South, a SR-91 Express Lanes median direct connector to and from 1-15 North (North Direct Connector, the subject project), and the construction of one Express Lane in each dorecl!on from the 1-15/SR-91 interchange southerly to 1-1 SICajalco Road (now part of RCTC 1-15 Express Lanes Project IELP]), and easterly to east of McKinley Street. Due to economic conditions, a Project Phasing Plan was developed to allow an Initial Phase (Project #1 ), with reduced improvements, to move forward as scheduled, with the remaining ultimate improvements to be completed later. Subsequently, the proposed 1-15/SR-91 median North Direct Connector improvements have been pulled out from the GIP as a standalone project to be implemented prior to the Ultimate GIP (Project #9). The 1-15 Express Lanes to be extended from Ontano Avenue to Cajalco Road are included in RCTC's 1-15 Express Lane Project with an anticipated completion date in 2020 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 Initial CIP (Project #1 ), the SR-71/SR-91 tnterchange (Pro1ect #4), the SR-241191 Express Lanes Conneclor (Project #3), and RCTC's 1-15 Express Lane Project Benefits The 1-15/SR-91 North Direct Connector project will reduce congestion and operational delays by providing direct median-to-median access between SR-91 and 1-15 Express Lanes. Traffic operation will improve by eliminating weaving conflicts along SR-91 and 1-15 by the use of the direct connectors. The project will provide motorists a choice to use the Express Lanes Connector for a fee in exchange for time savings Current Status Preliminary engineering is complete as a component of the GIP pro1ect, but will be revisited at a future date as a standalone project. The Ultimate GIP Project, which includes the 1-15/SR-91 North Direct Connector, is currently discussed in the environmental document for the Initial Phase that was completed in 2012 However, separate standalone environmental documentation will be prepared . Express lane extends to Green River R~ (Project #1) \ Auto Center Dr o~ I On Express Lines to 1-15/Hidden Valley Pkwy On From NB 1-15 McKinley St Pierce St Lanes shown are for the SR-71/SR-9"1 interchange east_} to north flyover connector for SR-71, and connector from Green River Road to EB SR-91 (Project #5) \On Setfas Club Dr lane shown is for Green River Rd EB SR-91 On-Ramp Express Lanes (~yl~g~~·j~J~0E~i) (Project #5) ~ 2017 SR-91 IMPLEMENTATION PLAN 18 • • •
PROJECTS BY YEAR 2035
~~~~~~~~~~~~~~~~~~~~~~~
• Projects for implementation by 2035 focus on longer-lead time projects and include a potential new interchange or
overcrossing at Fairmont Boulevard ; and the Ult imate SR-91 CIP that includes widening SR-91 by one GP lane in each
direction from SR-241 to SR-71 and SR-91 improvements east of 1-15 .
Project No. Project Summary (Implementation Year) Cost ($M)
8
9
Fairmont Boulevard Im provements (By 2035)
Ultimate CIP : Widen SR-91 by One GP Lane in Each Direction from SR-241 to SR-71 , and SR-91
Improve ments East of 1-15 (2035)
SUBTOTAL
• l . • D
Figure 2-4 -Summary of Projects for Implementation by 2035
''-Bernardino
CHINO
HILLS
J CORONA
76.8
TBD
77+
.(
{Co ., .,,.
\
\ ,:. .....
~ CF-.,u.,,,
• a. 2017 SR-91 IMPLEMENTATION PLAN
,r
r ,.
\
'I.
\.
'I.
\
'I.
'" \
\.
19
Project No: 8
Anticipated Completion: By 2035
Project Cost Estimate*
Cap ital Cost
Support Cost
Total Project Cost
Project Schedule
Conceptual Engineering
Prel imin ary Engineering
Environmental
Design
Construction
$ 67 ,800 ,000
$ 9,000 ,000
$ 76 ,800 ,000
Completed
TBD
TBD
TBD
TBD
* Costs from Feasibil ity Study (2 009
dollars t R/W cost is undetermined at
this time . Cost does not inclu de
potential im pact to Santa Ana Riv er.
LEGEND
-Existin g Hig hway
-Inte rchan ge/Ramp
r:JI) HOV or HOT Lane
-Existin g La ne
-Pro posed Im pro veme nt Lane
On
,,
I.
~ 2017 SR-91 IMPLEMENTATION PLAN
Fa irmont Boulevard Improvements
Proj ect Des c ript i on
The proj ect wou ld prov ide a ne w interchange wi th SR-91 at Fai rm ont •
Bou leva rd. On a nd off ramps will connect Fairmont Boulevard from the
no rt h to eas t bo un d (EB ) and w estbound (WB ) SR-91. The proposed
inte rc hange doe s not include a vehicular Fairmont Boulevard connection
to Sant a An a Ca ny on Road to the south .
A pede st ria n /bic ycle connection is also proposed bet w een La Pa l ma
Ave nue and Sant a Ana Canyon Road . This bridge and pathw ay will allow
fo r dire ct Sa nta A na River Trail access from both Anahe im south of SR-91
and from Yor ba Li nd a .
Key Co nsid erat i o ns
Inte rc hange spac ing and weaving issues (to SR-55 ) need to be evaluated .
W ideni ng of SR-9 1 may be needed to accommodate interchange ramps.
Proximity of the Sa nta Ana River may requ ire that the WB ramp junction
be lo c ated north of the river. New connection requirements and
inte rc ha nge spaci ng needs to be conside red . Ramp and bridge placement
needs to take pe destrian /bicycle bridge into account , or incorporate the
ped est rian/bike path into the design beyond the vehicular access limits of
the p roj ect.
Ben efit s
The inte rcha nge is expected to re li eve congestion at Imperial Highw ay
(SR -90 ), La kevi ew Avenue , and Weir Can yon Road Interchanges .
Prelimi nary traffi c modeling show s a 10-15% decrease in volumes at Weir
Can yon and SR-90 interchanges with the interchange alternative .
Cur rent Sta t us
The Ci ty of An a h e im completed a concept ua l eng ineering study in
Dec e m ber 2009 for the interchange . Multiple a lternatives have been
developed as part of the conceptual enginee ri ng study. Bicycle /pedestr ian
br idge is cu r ren tl y in initia l planning stages. Project deve lopment is
pen d in g fund ing identifi cat ion .
OC TA is c u rre ntl y studying multiple conceptual a lternativ es for
in te rmedi ate access to t he 91 Express Lanes . Alternatives may include
differen t in gress and eg ress options near Fairmont Boulevard . Results of
the ana ly s is were expected by the end of summe r 2016 . The Plan w ill be
upd ate d as nece ssar y in the futu re wi th stud y results .
Fairmont Blvd
O ff On
20
•
•
" P r o j e c t N o : 9 A n t i c i p a t e d C o m p l e t i o n : 2 0 3 5 P r o j e c t C o s t E s t i m a t e " T o B e D e t e r m i n e d P r o j e c t S c h e d u l e " P r e l i m i n a r y E n g i n e e r i n g T B D E n v i r o n m e n t a l T B D D e s i g n / C o n s t r u c t i o n T B D S c h e d u l e f o r U l t i m a t e P r o j e c t a n t i c i p a t e d b y 2 0 3 5 L E G E N D - E x 1 s t m g H i g h w a y - l n l e r c h a n g e l R a m p - C o u n t y l t n e " " " C o a l C a n y o n C r o s s i n g ~ H O V l a n e ~ T o l l e d E x p r e s s l a n e - E x i s t i n g L a n e - P r o p o s e d I m p r o v e m e n t L a n e - A u x i h a r y L a n e ~ - - _ J ~ ~ ~ ~ ~ ~ P ~ o ~ e : i ~ n t s B r a i d e d C o n n e c t o r L a n e s s h o w n a r e f o r t h e S R - 2 4 1 1 9 1 E x p r e s s C o n n e c t o r ( P r o j e c t # 4 ) ~ 2 0 1 7 S R - 9 1 I m p l e m e n t a t i o n P l a n " " U l t i m a t e C I P : W i d e n S R - 9 1 b y O n e G P L a n e i n E a c h D i r e c t i o n f r o m S R - 2 4 1 t o S R - 7 1 , a n d S R - 9 1 I m p r o v e m e n t s E a s t o f 1 - 1 5 P r o j e c t D e s c r i p t i o n T h e P r o j e c t A p p r o v a l a n d E n v i r o n m e n t a l D o c u m e n t ( P A / E D ) f o r t h e S R - 9 1 C o r r i d o r I m p r o v e m e n t P r o j e c t ( C I P ) , f r o m S R - 2 4 1 t o P i e r c e S t r e e t . i n c l u d e d t h e a d d i t i o n o f a 5 t h l a n e i n e a c h d i r e c t i o n , t h e a d d i t i o n o f a u x i l i a r y l a n e s a t v a r i o u s l o c a t i o n s , t h e a d d i t i o n o f c o l l e c t o r - d i s t r i b u t o r ( C D ) l a n e s a t t h e 1 - 1 5 / S R - 9 1 i n t e r c h a n g e , t h e e x t e n s i o n o f t h e 9 1 E x p r e s s L a n e s f r o m t h e O r a n g e C o u n t y l i n e t o 1 - 1 5 , t h e c o n s t r u c t i o n o f a S R - 9 1 E x p r e s s L a n e s m e d i a n d i r e c t c o n n e c t o r t o a n d f r o m 1 - 1 5 S o u t h , a S R - 9 1 E x p r e s s L a n e s m e d i a n d i r e c t c o n n e c t o r t o a n d f r o m 1 - 1 5 N o r t h ( N o r t h D i r e c t C o n n e c t o r , P r o j e c t # 7 ) , a n d t h e c o n s t r u c t i o n o f o n e E x p r e s s L a n e i n e a c h d i r e c t i o n f r o m t h e 1 - 1 5 / S R - 9 1 i n t e r c h a n g e s o u t h e r l y t o 1 - 1 5 / C a j a l c o R o a d ( n o w p a r t o f R C T C 1 - 1 5 E x p r e s s L a n e s P r o j e c t [ E L P ] ) , a n d e a s t e r l y t o e a s t o f M c K i n l e y S t r e e t . D u e t o e c o n o m i c c o n d i t i o n s , a P r o j e c t P h a s i n g P l a n w a s d e v e l o p e d t o a l l o w a n I n i t i a l P h a s e ( P r o j e c t # 1 ) , w i t h r e d u c e d i m p r o v e m e n t s . t o m o v e f o r w a r d a s s c h e d u l e d , w i t h t h e r e m a i n i n g u l t i m a t e i m p r o v e m e n t s t o b e c o m p l e t e d l a t e r . T h e f o l l o w i n g i s a s u m m a r y o f t h e p r o p o s e d u l t i m a t e C I P i m p r o v e m e n t s : S R - 9 1 g e n e r a l p u r p o s e l a n e s f r o m 1 - 1 5 t o P i e r c e S t r e e t : S R - 9 1 g e n e r a l p u r p o s e l a n e s f r o m S R - 2 4 1 t o G r e e n R i v e r R o a d ; a n d c o n s t r u c t i o n o f o n e E x p r e s s L a n e i n e a c h d i r e c t i o n f r o m 1 - 1 5 t o e a s t o f M c K i n l e y S t r e e t . U l t i m a t e p r o j e c t w i d e n s a l l S R - 9 1 l a n e s t o s t a n d a r d l a n e a n d s h o u l d e r w i d t h s f r o m S R - 2 4 1 t o S R - 7 1 . T h e s e U l t i m a t e i m p r o v e m e n t s a r e t h e s u b j e c t o f t h i s p r o j e c t . T h e 1 - 1 5 E x p r e s s L a n e s t o b e e x t e n d e d f r o m O n t a r i o A v e n u e t o C a j a l c o R o a d a r e i n c l u d e d i n R C T C ' s 1 - 1 5 E x p r e s s L a n e s P r o j e c t w i t h a n a n t i c i p a t e d c o m p l e t i o n d a t e i n 2 0 2 0 . T h e S R - 9 1 E x p r e s s L a n e s m e d i a n d i r e c t c o n n e c t o r t o a n d f r o m 1 - 1 5 N o r t h ( N o r t h D i r e c t C o n n e c t o r ) i s n o w a s e p a r a t e p r o j e c t ( P r o j e c t # 7 ) , K e y C o n s i d e r a t i o n s C o o r d i n a t i o n a m o n g m a n y o f t h e S R - 9 1 f r e e w a y p r o j e c t s t h a t o v e r l a p t h e p r o j e c t l i m i t s i s c r i t i c a l t o s u c c e s s f u l l y d e l i v e r i n g t h e s e p r o j e c t s o n s c h e d u l e a n d w i t h i n b u d g e t . D e s i g n i n g t o a c c o m m o d a t e f u t u r e p r o j e c t s i s a r e c u r r i n g t h e m e f o r e a c h o f t h e s e p r o j e c t s . M i n i m i z i n g c o n f l i c t s i n s c o p e b e t w e e n p r o j e c t s r e q u i r e s d i r e c t c o o r d i n a t i o n b e t w e e n e a c h p r o j e c t t e a m . A d d i t i o n a l l y , f u t u r e p r o j e c t s f r e q u e n t l y h a v e m u l t i p l e a l t e r n a t i v e s u n d e r s t u d y , e a c h w i t h d i f f e r i n g s c o p e a n d c o n s t r u c t i o n f o o t p r i n t s . S p e c i f i c a l l y , t h e p r o j e c t i m p r o v e m e n t s n e e d t o c o n t i n u e t o b e c o o r d i n a t e d w i t h t h e I n i t i a l C I P ( P r o j e c t # 1 ) , t h e S R - 7 1 / S R - 9 1 i n t e r c h a n g e ( P r o j e c t # 5 ) . t h e S R - 2 4 1 1 9 1 E x p r e s s C o n n e c t o r ( P r o j e c t # 4 ) , S R - 9 1 1 1 - 1 5 N o r t h D i r e c t C o n n e c t o r ( P r o j e c t # 7 ) , a n d R C T C ' s 1 - 1 5 E x p r e s s L a n e s P r o j e c t . B e n e f i t s T h e I n i t i a l P h a s e a n d U l t i m a t e C I P p r o j e c t s w i l l r e d u c e c o n g e s t i o n a n d d e l a y s b y p r o v i d i n g a d d i t i o n a l S R - 9 1 c a p a c i t y f r o m S R - 2 4 1 t o P i e r c e S t r e e t a n d a l o n g 1 - 1 5 f r o m S R - 9 1 t o C a j a l c o R o a d t o t h e s o u t h a n d t o H i d d e n V a l l e y P a r k w a y t o t h e n o r t h . T r a f f i c o p e r a t i o n w i l l i m p r o v e b y e l i m i n a t i n g o r r e d u c i n g w e a v i n g c o n f l i c t s a l o n g S R - 9 1 a n d 1 - 1 5 b y t h e u s e o f C D r o a d s a n d a u x i l i a r y l a n e s . T h e p r o j e c t w i l l p r o v i d e m o t o r i s t s a c h o i c e t o u s e E x p r e s s L a n e s f o r a f e e i n e x c h a n g e f o r t i m e s a v i n g s . C u r r e n t S t a t u s P r e l i m i n a r y e n g i n e e r i n g i s c o m p l e t e b u t m a y n e e d t o b e r e v i s i t e d a t a f u t u r e d a t e . T h e U l t i m a t e P r o j e c t i s c u r r e n t l y d i s c u s s e d i n t h e e n v i r o n m e n t a l d o c u m e n t f o r t h e I n i t i a l P h a s e t h a t w a s c o m p l e t e d i n 2 0 1 2 . E x i s t i n g b i k e p a t h w i l l b e p r e s e r v e d C o u n t y L i n e L a n e s s h o w n a r e f o r t h e S R - 7 1 / S R - 9 1 i n t e r c h a n g e e a s t t o n o r t h f l y o v e r c o n n e c t o r f o r S R - 7 1 . a n d c o n n e c t o r f r o m G r e e n R i v e r R o a d t o E B S R - 9 1 ( P r o j e c t # 5 ) U t t i m a t e p r o j e c t w i d e n s a l l S R - 9 1 l a n e s t o s t a n d a r d l a n e a n d s h o u l d e r w i d t h s f r o m S R - 2 4 1 t o S R - 7 1 E x p r e s s L a n e s t o 1 - 1 5 / H i d d e n V a l l e y P k w y ( P r o j e c t # 7 ) A u t o C e n t e r D r M a p l e S t L i n c o l n A v M a i n S t O n O f f \ O n S e r f a s C l u b D r L a n e s h o w n i s f o r G r e e n R i v e r R d E B S R - 9 1 O n - R a m p ( P r o j e c t # 5 ) O W " " " O f f O n . " " O f f O n O n I J O n O f f ~ 3 - L a n e C D R o a d f r o m M a i n S t E B O n - R a m p b r a i d t o j o i n S R - 9 1 a s a m e r g e r a m p ( P r o j e c t # 1 ) O f f O n 0 n � O n " F r o m F r o m M a i n S B S I 1 - 1 5 E x p r e s s L a n e s l o 1 - 1 5 / C a j a l c o R d ( b y R C T C 1 - 1 5 E L P ) M c K i n l e y S t 2 1
SECTION 3: APPENDIX A-POST-2 0 3 5 A ND CONCEPTUAL PROJECTS
Concepts for potential Post-2035 implementation (pote ntia ll y ea rli er if funding becomes available) focus on longer-lead time •
projects . This multi-billion dollar program may include: an elev ated 4-la ne facility (MIS Corr idor A) from SR-241 to 1-15 ; the
Anaheim to Ontario International Airport Maglev High Speed Rail; the Irvine-Corona Expressway (ICE) 4-lane facility from
SR -241 /SR-133to1-15 /Cajalco Road (formerly known as MIS Corrid or B), WB SR-91 to SB SR -55 Connector Improvements ,
and EB SR-91 Fifth Lane Addition at SR-241 These po tenti al co nce pts include significant environmental cons traints and right
of way requirements in addition to requiring a significa nt amoun t of planning , design , and future policy and public input. The
MIS Corridor A concept may incorporate projects be ing develope d in the earlier programs as concept components .
Appendix Concept Summary (Implementation Year) Cost ($M) Concept No.
A-1 El evated 4-Lane Facility (MIS Corridor A) from SR-241to 1-15 (Pos t-2035) 2,720
A-2 Anaheim to Ontario Int erna tiona l Airport Magle v Hi gh Spe ed Rai l (Post-2035) 2, 770 -3 ,200
A-3 Irvine-Corona Expressway (ICE) 4-L ane Facilit y fro m SR-241/SR-133 to 1-15 /Cajalco Road (Post-2035) 8,855
.
FULL
A-4 WB SR-91 to SB SR-55 Connector Improve me nts (Post-2 035)
A-5 EB SR-91 Fifth Lane Addi ti on at SR-241
SUBTOTAL
Figure 3-1 -Summary of Conce pts for Post-2035 Implementat io n
. ;;
z TON
PLACENTIA
Placenna
YORBA
LINDA
Bern ardino
C HINO
HILLS
L,
\.
\
\.
\
\
\
\.
\
\.
\
\.
\
\
75-150
31
14,451-14,956
_:CORONA
~
< " , ... l ,,.,," •..
ICEC-M~& To/From CS a:
SR-241/SR-133
•
•
~ 2017 SR-91 IMPLEMENTATION PLAN 22
"
"
E l e v a t e d 4 - L a n e F a c i l i t y ( M I S C o r r i d o r A ) f r o m S R - 2 4 1 t o 1 - 1 5
C o n c e p t N o : A - 1
A n t i c i p a t e d C o m p l e t i o n : P o s t - 2 0 3 5
C o n c e p t C o s t E s t i m a t e * *
C a p i t a l C o s t * $ 1 , 4 8 8 , 0 0 0 , 0 0 0
S u p p o r t C o s t ( 2 5 % ) $ 3 7 2 , 0 0 0 , 0 0 0
R / W C o s t $ 8 6 0 , 0 0 0 , 0 0 0
T o t a l P r o j e c t C o s t $ 2 , 7 2 0 , 0 0 0 , 0 0 0
C o n c e p t S c h e d u l e
C o n c e p t u a l E n g i n e e r i n g
P r e l i m i n a r y E n g i n e e r i n g
E n v i r o n m e n t a l
D e s i g n
" C o n s t r u c t i o n
T B D
T B D
T B D
T B D
T B D
* C a p i t a l c o s t s i n c l u d e $ 1 6 0 M f o r
e n v i r o n m e n t a l m i t i g a t i o n e x c l u d i n g
c o r r e s p o n d i n g s u p p o r t c o s t , w h i c h i s
i n c l u d e d i n s u p p o r t c o s t e s t i m a t e
* * C o s t s d e r i v e d f r o m R i v e r s i d e C o u n t y -
O r a n g e C o u n t y M I S , J a n u a r y 2 0 0 6
( 2 0 0 5 d o l l a r s )
~
C o n c e p t D e s c r i p t i o n
T h e i m p r o v e m e n t s p r i m a r i l y c o n s i s t o f c o n s t r u c t i n g a n e w 4 - l a n e
e l e v a t e d e x p r e s s w a y n e a r o r w i t h i n t h e S a n t a A n a C a n y o n w i t h
f r e e w a y - t o - f r e e w a y c o n n e c t o r s a t S R - 2 4 1 a n d 1 - 1 5 . T h e f a c i l i t y m a y
i n c l u d e m a n a g e d l a n e s a n d p o t e n t i a l r e v e r s i b l e o p e r a t i o n s .
K e y C o n s i d e r a t i o n s
C h o i c e o f a l i g n m e n t w i l l b e k e y t o d e t e r m i n i n g n e t c a p a c i t y i n c r e a s e .
E x t e n s i v e r i g h t - o f - w a y ( R / W ) w i l l b e r e q u i r e d t o i m p l e m e n t t h e
i m p r o v e m e n t s i f t h e a l i g n m e n t i s n o t i n t h e S R - 9 1 c o r r i d o r . W h e n m e d i a n
c o n n e c t o r p r o j e c t s o r H O V / H O T p r o j e c t s a r e c o n s t r u c t e d a n d t h i s 4 - l a n e
e l e v a t e d f a c i l i t y i s p r o p o s e d w i t h i n t h e m e d i a n o f S R - 9 1 t h r o u g h C o r o n a ,
t h e n e x t e n s i v e m a n a g e d l a n e c l o s u r e s w o u l d b e r e q u i r e d d u r i n g c o n s t r u c t i o n
( t h u s t e m p o r a r i l y r e d u c i n g S R - 9 1 c a p a c i t y d u r i n g c o n s t r u c t i o n ) .
A n a l t e r n a t i v e c o u l d b e s t u d i e d f o r t h e m e d i a n C o r r i d o r A v i a d u c t a l o n g
w i t h r e d u c e d S R - 9 1 g e o m e t r i c s t a n d a r d s t o m i n i m i z e R / W i m p a c t s .
A l s o , d i r e c t c o n n e c t o r s ( s u c h a s f o r H i g h O c c u p a n c y V e h i c l e ( H O V ) I
H i g h O c c u p a n c y T o l l ( H O T ) a t 1 - 1 5 / S R - 9 1 ) t o / f r o m t h e m e d i a n c o u l d b e
p r e c l u d e d b y M a g l e v c o l u m n s l o c a t e d w i t h i n t h e s a m e m e d i a n a r e a .
C a l t r a n s a n d M a g l e v h i g h w a y R / W , m a i n t e n a n c e , s a f e t y , a n d o p e r a t i o n s
c o n s i d e r a t i o n s w o u l d n e e d t o b e a n a l y z e d i f s h a r e d u s e w i t h a M a g l e v
f a c i l i t y w e r e p u r s u e d . A d d i t i o n a l m i t i g a t i o n c o s t s m a y b e r e q u i r e d f o r
i m p r o v e m e n t s t o S R - 2 4 1 a n d S R - 1 3 3 a s a r e s u l t o f a d d i t i o n a l C o r r i d o r
t r a f f i c v o l u m e s . C o r r i d o r A a s m a n a g e d l a n e s , w i t h t h e e x t e n s i o n o f 9 1
E x p r e s s L a n e s t o 1 - 1 5 , t h i s p r o j e c t c o n c e p t m a y a f f e c t t r a f f i c d i s t r i b -
u t i o n d u e t o " p a r a l l e l " t o l l e d f a c i l i t i e s .
B e n e f i t s
T h e c o n c e p t w o u l d p r o v i d e s i g n i f i c a n t c o n g e s t i o n r e l i e f b y a l l o w i n g
v e h i c l e s t o b y p a s s t h e a t - g r a d e f r e e w a y l a n e s a n d l o c a l a r t e r i a l
i n t e r c h a n g e s b e t w e e n S R - 2 4 1 a n d 1 - 1 5 . C o n n e c t i o n s a r e
p r o p o s e d d i r e c t l y b e t w e e n S R - 9 1 , S R - 2 4 1 , a n d 1 - 1 5 .
C u r r e n t S t a t u s
T h i s c o n c e p t i s i d e n t i f i e d i n t h e R i v e r s i d e
S h l d 2 W B L a n e s M e ~ i a n 2 E B L a n e s S h l d
C o u n t y - O r a n g e C o u n t y M a j o r I n v e s t m e n t
S t u d y ( M I S ) a s p a r t o f t h e L o c a l l y P r e f e r r e d
S t r a t e g y t o i m p r o v e m o b i l i t y b e t w e e n R i v e r s i d e
A b b r e v i a t i o n s :
W B = W e s t b o u n d
E B = E a s t b o u n d
C o u n t y a n d O r a n g e C o u n t y . N o p r o j e c t
d e v e l o p m e n t w o r k i s p l a n n e d a t t h i s t i m e
" E l e v a t e d 4 - L a n e F a c i l i t y ( M I S C o r r i d o r A ) C r o s s - S e c t i o n
a . 2 0 1 7 S R - 9 1 I m p l e m e n t a t i o n P l a n 2 3
Anaheim to Ontario Intern ation al Airport Maglev High Speed Rail
Concept No: A-2
Anticipated Completion: 2035
Concept Cost Estimate*
Total Capital Cost , Low $ 2,770 ,000,000
Total Capital Cost , High $ 3 ,200 ,000 ,000
Concept Schedule
To be determ ined
• Concept costs from American Mag li ne
Group (2 012 do ll ars )
Co ncept Des c ri ption
Proposals for a new super-speed train corridor from Anaheim to Ontar i ~
are incl ud ed in thi s concept. This concept includes an a lternative th~
wo uld use SR-9 1 right-of-w ay , or w ould be aligned adjacent to SR-91
rig ht-of-way, or could potentially be co-located wi th the Major Investment
Study (MIS ) Corridor A (Concept #A-1) a l ignment. Another al ignment
op po rtu nity is bei ng investigated along SR-57 .
Ke y Cons ider ati ons
Al t ern ative ali g nment impacts to SR-91 right-of-w ay enve lope and /or
Sa nt a An a Ri ver are undeterm ined . The choice of al ignment will
poten ti a lly imp act MIS Corridor A (Concept #A-1 ). Right-of-w ay (R/W)
will be req uired to implement the im prov ements . Potent ial considerations
for co-locat ing t he Magnetic Levitation (M aglev ) tra in adjacent to Corridor
A (an d also S R-91) include provid ing a two-column structure wi th a
ba rri er be ee n the trains and vehicles. Ca ltrans and Maglev high w ay
R/W, maintenance , safety , and operations considera ti o ns wo u ld need to be analyzed if shared use w ith a Mag lev facil ity
were pursued . See the MIS Corridor A project for add iti onal con sid erations . Coord inat ion wi th Metrolink improvements will be
required .
Benefits
The concept w ould provid e congestion re li ef by prov idi ng a dire ct high-speed /high-capacity connection wi th Ontario
International Airport for Orange County a ir passenge rs and busin ess next-day de liv er ies . Maglev will make the trip i n just
14 .5 minutes. Re lieves congest ion on SR-91 by provid ing add ition al capacity in the corrido r.
Current Status
Preliminary design , engineering and Phases 1 and 2 of a Pre limina ry Environmental Impact Statement/Environmenta l Impact
Statement (PEIS /EIS ) are comp leted . Congress has ap prove d $4 5 M in SAFETEA-LU fo r the environmenta l phase of th.
project. The Anaheim to Ontario segment is included in th e "Con strained" Plan of the Southern California Association o
Governments (SCAG ) Reg ional Transportation Plan (RTP ) pas sed in April 2012 . Construction funding of up to $7 billi on has
been identified through a loan commitment from the Chin a Exp ort-Import Bank .
LEGEND
-Existi ng Highway
-High Speed Rail
Representative Al ign ment
IOI•• .H COUM'
'
'
' ' '
SA.h ElEi. ..AA DltJC (0 I Y
'',',,,
', ', ', ',,
',
--
'.., ,, Pro
' ..........
',
REPRESENTATI V E ALIGN MENT SHOW N FOR ILLUSTRATI V E PURPOSES ONLY
~ 2017 SR-91 Implementation Plan
•
24
"
"
"
I r v i n e - C o r o n a E x p r e s s w a y ( I C E ) 4 - L a n e F a c i l i t y
f r o m S R - 2 4 1 / S R - 1 3 3 t o 1 - 1 5 / C a j a l c o R o a d
C o n c e p t N o : A - 3
A n t i c i p a t e d C o m p l e t i o n : P o s t - 2 0 3 5
C o n c e p t C o s t E s t i m a t e "
C a p i t a l C o s t $ 7 , 6 7 5 , 0 0 0 , 0 0 0
S u p p o r t C o s t $ 8 8 0 , 0 0 0 , 0 0 0
R / W C o s t $ 3 0 0 , 0 0 0 , 0 0 0
T o t a l P r o j e c t C o s t $ 8 , 8 5 5 , 0 0 0 , 0 0 0
C o n c e p t S c h e d u l e
G e o t e c h n i c a l F e a s i b i l i t y
P r e l i m i n a r y E n g i n e e r i n g
E n v i r o n m e n t a l
D e s i g n
C o n s t r u c t i o n
C o m p l e t e d
T B D
T B D
T B D
T B D
* C o s t s d e r i v e d f r o m t h e F e a s i b i l i t y
E v a l u a t i o n R e p o r t ( 2 0 0 9 d o l l a r s )
L E G E N D
E x i s t i n g H i g h w a y
~ I C E ( C o r r i d o r B )
R e p r e s e n t a t i v e A l i g n m e n t
N O T E : R E P R E S E N T A T I V E
A L I G N M E N T S H O W N F O R
I L L U S T R A T I V E P U R P O S E S
O N L Y
C o n c e p t D e s c r i p t i o n
T h e i m p r o v e m e n t s p r i m a r i l y c o n s i s t o f c o n s t r u c t i n g a h i g h w a y a n d r a i l
f a c i l i t y t h r o u g h t h e C l e v e l a n d N a t i o n a l F o r e s t w i t h f r e e w a y - t o - f r e e w a y
c o n n e c t o r s a t S R - 2 4 1 / S R - 1 3 3 a n d 1 - 1 5 / C a j a l c o R o a d . T h e f a c i l i t y w o u l d
e s s e n t i a l l y b e a c o n t i n u a t i o n o f S R - 1 3 3 o n t h e w e s t e n d o f t h e c o r r i d o r , t o
1 - 1 5 o n t h e e a s t e n d .
K e y C o n s i d e r a t i o n s
T h e t u n n e l c o n c e p t i s t e c h n i c a l l y f e a s i b l e b a s e d o n t h e g e o t e c h n i c a l
i n v e s t i g a t i o n c o m p l e t e d i n D e c e m b e r 2 0 0 9 . T h e i n i t i a l p r o j e c t p h a s e w o u l d
b e t h e c o n s t r u c t i o n o f o n e 2 - l a n e h i g h w a y t u n n e l a n d o n e r a i l t u n n e l . T h e
s e c o n d p r o j e c t p h a s e w o u l d i n c l u d e c o n s t r u c t i o n o f a s e c o n d 2 - l a n e
h i g h w a y t u n n e l . A d d i t i o n a l t e c h n i c a l s t u d i e s a n d g e o t e c h n i c a l b o r i n g s
w o u l d b e n e e d e d t o r e f i n e t h e t u n n e l a l i g n m e n t s a n d g r a d e s . C o s t s
a s s o c i a t e d w i t h t h e I r v i n e - C o r o n a E x p r e s s w a y ( I C E ) t u n n e l s a r e b a s e d o n
t h e F e a s i b i l i t y E v a l u a t i o n R e p o r t c o m p l e t e d i n D e c e m b e r 2 0 0 9 . A f i n a n c i a l
a n a l y s i s w i l l b e n e e d e d f o r t h e c o n s t r u c t i o n , o p e r a t i o n s a n d t o l l
r e q u i r e m e n t s o f t h e I C E t u n n e l s .
B e n e f i t s
T h e c o n c e p t w o u l d p r o v i d e s i g n i f i c a n t c o n g e s t i o n r e l i e f b y p r o v i d i n g a n
a l t e r n a t i v e r o u t e b e t w e e n O r a n g e a n d R i v e r s i d e c o u n t i e s a n d w o u l d a l l o w
v e h i c l e s t o b y p a s s S R - 9 1 b e t w e e n S R - 2 4 1 a n d 1 - 1 5 . T h e c o n c e p t w o u l d
n o t d i s r u p t S R - 9 1 t r a f f i c d u r i n g c o n s t r u c t i o n a n d w o u l d a l l o w f o r a d d i t i o n a l
r o u t e s e l e c t i o n f o r i n c i d e n t m a n a g e m e n t , e m e r g e n c y e v a c u a t i o n , a n d f o r
c o n t i n u i t y o f t h e h i g h w a y n e t w o r k b y l i n k i n g S R - 1 3 3 t o 1 - 1 5 .
C u r r e n t S t a t u s
O n A u g u s t 2 7 , 2 0 1 0 t h e R i v e r s i d e O r a n g e C o r r i d o r A u t h o r i t y B o a r d t o o k
a c t i o n t o d e f e r a d d i t i o n a l s t u d y o f t h e I C E c o n c e p t u n t i l s u c h t i m e a s
f i n a n c i a l c o n s i d e r a t i o n s i m p r o v e a n d / o r t e c h n o l o g i c a l a d v a n c e m e n t s
w a r r a n t r e e x a m i n a t i o n . R e v i e w o f t h e c o n c e p t s h a l l b e d o n e a n n u a l l y
t h r o u g h t h e S R - 9 1 I m p l e m e n t a t i o n P l a n u p d a t e t o d e t e r m i n e i f a n y o f t h e
m a j o r a s s u m p t i o n s w i t h r e g a r d t o f i n a n c i a l c o n s i d e r a t i o n s , p r i v a t e s e c t o r
i n t e r e s t , o r t e c h n o l o g i c a l a d v a n c e m e n t s h a v e c h a n g e d t o m a k e t h e t u n n e l
f i n a n c i a l l y v i a b l e . ( S e e " I C E s t a t u s s u m m a r y " f o r f u r t h e r d i s c u s s i o n ) .
d : . 2 0 1 7 S R - 9 1 l m p l e m e n t a l i o n P l a n 2 5
WB SR-91 to S B SR-55 Connector Improvements
Concept No: A-4
Anticipated Completion: Post-2035
Concept Cost Estimate*
Total Project Cost , Low
Total Project Cost , High
Concept Schedule
Conceptual Engineering
Preliminary Engineering
Environmental
Design
Construction
$ 75 ,000 ,000
$ 150 ,000 ,000
TBD
TBD
TBD
TBD
TBD
Note: Project costs derived from the
SR-91 PSR/PDS between SR-57
and SR-55 (2014 Dollars ), and
excludes support and R/W costs .
Y:f{BA Lll~[lA
P CENTIA
""--SR-55/SR-91
Conce pt Desc r iption •
Th e project c o nsists of operational improvements by modifying th
conn e ctor to S B SR-55 from WB SR-91 . The improvements would
exten d to Lakeview Avenue to the east and would include a new
conne ct or f rom WB SR-91 to SB SR-55 as a right-hand exit.
Key Cons i derations
Rig ht-of-wa y impacts , detailed SR-55 /SR-91 interchange improvements ,
an d d own strea m impacts to SR-55 require further eva l uation in a
su bs e que nt p h ase of project development. Conceptual design of
S R-55 /SR-91 would be coordinated w ith completed i mprovements at
SR-91 an d Tu stin Avenue (Project #B-5), and with the SR-91
En viro nme ntal Study Improvements from SR-57 to SR-55 (Project #6 ).
Th e stu dy fo r Project #6 is currently being conducted whi ch includes the
S R-55/SR-91 i nterchange area , however, that project's objective is to
pri ma ri ly im prove operations of the SR-91 betw een SR-55 and SR-57.
O peration a l en hancements betw een SR-55 and Lakeview Avenue by
Project #6 may provide some benefit for SR-55/SR-91 by addressing
WB SR-91 we av ing issues .
Ben efits
Inte rc hang e im p rovements are antic ipated to provide congestion relief
fo r SR-91 t raffi c and potent iall y improve the connect ion from WB SR-9 1
to SB SR-5 5
Cu r r e nt Status
SR-55/SR-91 project information was derived from the Final Alternat iv~
Ev a lu ation and Refinement Report , December 2005 , by the Rivers idJm'
Coun ty -O ra n ge County Major Investment Study (MIS). Focused
SR -9 1/SR-55 c o nceptual engineering needs to be scheduled . Ho wever,
in itial c onceptual engineering w as also studied as part of the SR-91
Fe a si bi lit y Study Betw een State Route 57 and State Route 55
Inte rc hang e Are as in June 2009 .
' I 1~1... HILLS
\
\
VI LLA
PAR K
Interchange Improve ents \
•
~ 2017 SR-91 Implementation Plan 26
"
"
"
C o n c e p t N o : A - 5
A n t i c i p a t e d C o m p l e t i o n : T B D
C o n c e p t C o s t E s t i m a t e *
C a p i t a l C o s t $ 2 5 , 0 0 0 , 0 0 0
S u p p o r t C o s t ( 2 5 % ) $ 6 , 2 5 0 , 0 0 0
R M / C o s t $ 0
T o t a l P r o j e c t C o s t $ 3 1 , 2 5 0 , 0 0 0
C o n c e p t S c h e d u l e
C o n c e p t u a l E n g i n e e r i n g
P r e l i m i n a r y E n g i n e e r i n g
E n v i r o n m e n t a l
D e s i g n
" C o n s t r u c t i o n
T B D
T B D
T B D
T B D
T B D
* T h i s p r o j e c t c u r r e n t l y d o e s n o t h a v e
a n i d e n t i f i e d f u n d i n g s o u r c e ( s ) f o r a n y
o f t h e p r o j e c t d e v e l o p m e n t p h a s e s ;
h o w e v e r , D i s t r i c t 1 2 h a s i n d i c a t e d
t h i s i s o n e o f i t s t o p p r i o r i t y p r o j e c t s .
L E G E N D
I
- E x i s t i n g H i g h w a y '
- I n t e r c h a n g e / R a m p
A T o l l e d E x p r e s s L a n e I i : " " " " '
- E x i s t i n g L a n e I : .
:
- P r o p o s e d I m p r o v e m e n t L a n e
1 1
' : _ - : : : _ - _ J P r o j e c t # 3 I m p r o v e m e n t s
O n
E B S R - 9 1 F i f t h L a n e A d d i t i o n a t S R - 2 4 1
C o n c e p t D e s c r i p t i o n
T h e l o c a t i o n o f t h e p r o p o s e d E B S R - 9 1 f i f t h g e n e r a l p u r p o s e ( G P ) l a n e
a d d i t i o n ( T h e S e g m e n t ) i s o n E B S R - 9 1 f r o m W e i r C a n y o n R o a d t o t h e N B
S R - 2 4 1 C o n n e c t o r . T h e S e g m e n t c o n s i s t s o f 4 ( f o u r ) G P l a n e s a n d 2 ( t w o )
m a n a g e d l a n e s ( 9 1 E x p r e s s L a n e s ) .
U p s t r e a m ( w e s t e r l y ) f r o m T h e S e g m e n t t h e E B S R - 9 1 h a s 5 G P l a n e s a n d
t h e 5 t h l a n e d r o p s t o t h e S B S R - 2 4 1 C o n n e c t o r a s s o m e t r a f f i c v o l u m e e x i t s
t o t h e S B S R - 2 4 1 . D o w n s t r e a m f r o m T h e S e g m e n t t h e E B S R - 9 1 g a i n s t h e
5 t h l a n e b a c k a s t h e N B S R - 2 4 1 C o n n e c t o r m e r g e s w i t h S R - 9 1 i n a d e d i c a t e d
l a n e a d d i t i o n . T h i s 5 t h l a n e c o n t i n u e s b e y o n d t h e R i v e r s i d e C o u n t y l i n e
p r o v i d i n g e n h a n c e d m o b i l i t y .
K e y C o n s i d e r a t i o n s
T h i s s e g m e n t w i t h 4 G P l a n e s m i g h t b e c r e a t i n g a t r a f f i c c h o k e p o i n t d u e t o
t h e d e c r e a s e o f c a p a c i t y , p o t e n t i a l l y c o n t r i b u t i n g t o s i g n i f i c a n t t r a f f i c d e l a y s
p a s s i n g t h r o u g h t h i s s e g m e n t a l o n g w i t h o t h e r t r a f f i c i s s u e s s u c h a s q u e u e
j u m p i n g , w e a v i n g , m e r g i n g a n d o p e r a t i o n a l s p e e d d i f f e r e n t i a l . H o w e v e r ,
a d d i t i o n a l t r a f f i c f r o m N B S R - 2 4 1 t o E B S R - 9 1 a n d G y p s u m C a n y o n R d
o n - r a m p s u g g e s t b a l a n c i n g t h e n u m b e r o f l a n e s s h o u l d b e c a r e f u l l y e x a m i n e d .
A s s u c h , a d d i t i o n a l c a p a c i t y w i l l e n h a n c e E B f r e e w a y o p e r a t i o n s a l o n g t h i s
S e g m e n t .
B e n e f i t s
1 . E x t e n d s t h e e x i s t i n g 5 t h E B G P l a n e e a s t e r l y a n d t i e s i t t o t h e e x i s t i n g 5 t h
l a n e d o w n s t r e a m . T h i s c o u l d p r o v i d e c a p a c i t y e n h a n c e m e n t a n d m a y
r e s u l t i n r e m o v i n g a n e x i s t i n g c h o k e p o i n t . S i g n i f i c a n t d e l a y s a v i n g s i s
a n t i c i p a t e d .
2 . P o t e n t i a l l y e l i m i n a t e q u e u e j u m p i n g i n t h i s a r e a f r o m E B S R - 9 1 a s w e l l a s
W e i r C a n y o n R d .
3 . P o t e n t i a l l y r e d u c e s p e e d d i f f e r e n t i a l b e t w e e n t h r o u g h l a n e s , t h u s c r e a t i n g
a m o r e b a l a n c e d f l o w .
4 . P o t e n t i a l l y p r o v i d e l a n e b a l a n c e a t h i g h t r a f f i c d e m a n d a r e a .
" G y p s u m
C a n y o n R d
O f f
O f f
C u r r e n t S t a t u s
A d d i t i o n a l t r a f f i c a n a l y s i s a n d
s t u d y i s r e q u i r e d t o c o n f i r m t h e
b e n e f i t s t o E B S R - 9 1 b y t h e
p r o p o s e d i m p r o v e m e n t s . T h i s
l o c a t i o n w a s i d e n t i f i e d b y
C a l t r a n s a s a h i g h c o n g e s t i o n
l o c a t i o n i n t h e C o u n t y . T h e
c o n c e p t i s i n t e n d e d t o i m p r o v e
t h e c h o k e p o i n t t h a t e x i s t s d u e
t o t h e p r e s e n c e o f a 4 l a n e
s e g m e n t b e t w e e n 5 l a n e
f r e e w a y s e g m e n t s . T h i s p r o j e c t
c u r r e n t l y d o e s n o t h a v e a n
i d e n t i f i e d f u n d i n g s o u r c e f o r
a n y o f t h e p r o j e c t d e v e l o p m e n t
p h a s e s ; h o w e v e r , t h i s c o n c e p t
i s a D i s t r i c t 1 2 t o p p r i o r i t y
p r o j e c t .
L a n e s s h o w n a r e f o r t h e
S R - 2 4 1 / 9 1 E x p r e s s
C o n n e c t o r ( P r o j e c t # 3 )
O n
2 0 1 7 S R - 9 1 I m p l e m e n t a t i o n P l a n 2 7
SECTION 4: APPENDIX B -C O MP L ETED PROJECT EXHIBITS
The following exhibits represent completed projects fr om prev ious Pl ans since 2006 , and are intended to be used as a
reference to illustrate the progress made sin ce the incep tio n of the Plan. Note: some projects listed in the Plan as completed
(see Section 1, Project Accomplishments) are not includ ed herei n sin ce there was no exhibit created or necessary for use with
prior Plans (such as for restriping projects , various safet y enhanc ements, minor operational im provements , etc .).
Appendix Project Improvements Constructed Project No .
8-1 Green River Road Overcrossing Rep lace me nt March 2009
8-2 . North Main Street Corona Metrolink Station Parki ng Str ucture June 2009
8-3 Eastbound Lane Addition from SR-241 to SR -71 September 2010
8-4 Widen SR-91 between SR-55 and SR-241 by Ad ding a 51h GP Lane in Each Direction December 2012
8-5 SR-91 WB Lane at Tustin Avenue April 2016
8-6 Metrolink Service Improvements June 2016
•
•
•
~ 2017 SR-91 Implementation Plan 28
"
"
"
G r e e n R i v e r R o a d O v e r c r o s s i n g R e p l a c e m e n t
A p p e n d i x P r o j e c t N o : B - 1
A c t u a l C o m p l e t i o n : M a r c h 2 0 0 9
P r o j e c t C o s t s
C a p i t a l C o s t $ 2 1 , 0 0 0 , 0 0 0
S u p p o r t C o s t $ 3 , 0 0 0 , 0 0 0
R ! W C o s t $ 3 0 1 , 0 0 0
T o t a l P r o j e c t C o s t $ 2 4 , 3 0 1 , 0 0 0
P r o j e c t S c h e d u l e
P r e l i m i n a r y E n g i n e e r i n g C o m p l e t e d
E n v i r o n m e n t a l C o m p l e t e d
D e s i g n C o m p l e t e d
C o n s t r u c t i o n C o m p l e t e d
P r o j e c t S c h e d u l e C a l t r a n s E q u i v a l e n t s :
P r e l i m i n a r y E n g i n e e r i n g = P I O
E n v i r o n m e n t a l = P A / E D
D e s i g n = P S & E
A b b r e v i a t i o n s :
C D = C o l l e c t o r D i s t r i b u t o r L a n e
F T R = F u t u r e
H O V = H i g h O c c u p a n c y V e h i c l e
S H L D = S h o u l d e r
7 7 ' 1 3 8 '
P r o j e c t D e s c r i p t i o n
I m p r o v e m e n t s p r i m a r i l y c o n s i s t o f r e p l a c i n g t h e e x i s t i n g G r e e n
R i v e r R o a d o v e r c r o s s i n g w i t h a n e w s i x - l a n e w i d e , 4 - s p a n
o v e r c r o s s i n g t o a c c o m m o d a t e f u t u r e w i d e n i n g o f S R - 9 1 . T h e
i n t e r i o r s p a n s w i l l a c c o m m o d a t e u p t o e i g h t m a i n l i n e l a n e s i n
e a c h d i r e c t i o n i n c l u d i n g t w o H O V l a n e s . T h e e x t e r i o r s p a n s c a n
a c c o m m o d a t e t w o l a n e s , e i t h e r f o r a u x i l i a r y l a n e s o r c o l l e c t o r
d i s t r i b u t o r r o a d s . E n t r a n c e a n d e x i t r a m p s w i l l b e r e a l i g n e d a n d
w i d e n e d t o a c c o m m o d a t e t h e n e w b r i d g e , y e t t h e i n t e r c h a n g e w i l l
r e t a i n i t s c u r r e n t c o n f i g u r a t i o n . N e w s i g n a l s w i l l b e i n s t a l l e d a t t h e
r a m p i n t e r s e c t i o n s . R a m p a n d b r i d g e i m p r o v e m e n t s w i l l b e
c o n s t r u c t e d w i t h i n e x i s t i n g r i g h t o f w a y .
K e y C o n s i d e r a t i o n s
D e s i g n i n t e r f a c e i s r e q u i r e d w i t h t h e E a s t b o u n d L a n e A d d i t i o n
f r o m S R - 2 4 1 t o S R - 7 1 , S R - 7 1 / S R - 9 1 I n t e r c h a n g e I m p r o v e m e n t s ,
S R - 9 1 C o r r i d o r I m p r o v e m e n t P r o j e c t , a n d S R - 2 4 1 / S R - 9 1
H O V / H O T C o n n e c t o r .
B e n e f i t s
T h e p r o j e c t w i l l i m p r o v e t h e l e v e l o f s e r v i c e a t r a m p a n d l o c a l
s t r e e t i n t e r s e c t i o n s a t t h e i n t e r c h a n g e . I m p r o v e m e n t s w i l l r e d u c e
r a m p q u e u e s t h a t e x t e n d i n t o t h e f r e e w a y ' s g e n e r a l p u r p o s e
l a n e s , t h u s c o n t r i b u t i n g t o c o n g e s t i o n r e l i e f o n S R - 9 1 .
C u r r e n t S t a t u s
T h e p r o j e c t b e g a n c o n s t r u c t i o n i n M a r c h 2 0 0 7 a n d w a s
c o m p l e t e d i n M a r c h 2 0 0 9 .
1 3 8 ' 7 9 '
- - + ~ - - - - t - = = = = = = = = = / N e w B r i d g e
' ; ' l s ~ ! ' :
i 1 c r : 1 7
" I
I ' " W B " E B
G R E E N R I V E R B R I D G E C R O S S - S E C T I O N
N O T E : A l l d i m e n s i o n s a r e a p p r o x i m a t e
~ 2 0 1 7 S R - 9 1 l m p l e m e n t a l i o n P l a n 2 9
North Main Street Corona M e t rolink Station Parking Structure
Appendix Project No: B-2
Actual Completion: June 2009
Project Costs
Cap ita l Cost
Support Cost
R/W Cost
Tota l Proj ect Cost
Project Schedule
$ 20 ,000 ,000
$ 5 ,000 ,000
$0
$ 25 ,000 ,000
Prel iminary Engineering Completed
Envi ronmental
Design
Construct ion
PLACENTIA
Comple ted
Completed
Completed
YOOBALINDA
d:. 2017 SR-91 Implementation Plan
Proj ect De s c r ip ti on
The proj ect provides a six level parking structure with 1,065 park ing
sta ll s. The co nstruction is wi th in the ex ist ing North Main St reet
Metrol ink statio n property in Co rona .
Ke y Co nsi d er at ions
Proposed im prove ments were constructed wi th in exist ing right of way.
Cu rrentl y there are 700 users of the facility, 200 more that were
pre viousl y able to accomodate . Add itiona ll y RCTC has opened up the
lot to park and ride carpoo ls and vanpools and has issued over 120
pe rmits fo r ca rpoolers to use the expanded station . Th is sho ws an
ad ded ben efit of supporting carpoo li ng as w ell as transit to offset
co ngesti on on S R-91 .
Be nefits
De mand fo r parking currently exceeds the capacity at the North Ma in
Street Coro na st ation. Ne w pa rking capacity wi ll allow Metrolink
ridersh ip to increase thereby divert ing vehicle tr ips from SR-91 .
Cu r r e n t S t at u s
Co nstructio n was initiated in January 2008 and was comp leted in June
20 09. T he proj ect was funded w ith Fede ral Congestion Management
an d Ai r Qua lity (CMAQ ) funds .
CHll HILLS NJRCO
I fa I
L ...,_ C'.ORCNA
Metrol ink Park ing
Structur\
'
'
'
'
30
•
•
•
Eastbound Lane Addition from SR-241 to SR-71
•
•
•
Appendix Project No: B-3
Actual Completion: September 2010
Project Cost Estimate
Cap ital Cost
Support Cost
R/W Cost
Total Project Cost
Project Schedule
" Preliminary Engineering
Env ironmental
Design
Construction
LEGEND
-Existing Highway
-Interchange/Ramp
-County Line
-HOV or HOT Lane
-Existing Lane
$ 41 ,000 ,000
$ 8,000 ,000
$ 2 ,200 ,000
$ 51 ,200 ,000
Completed
Completed
Completed
Completed
-Project Improvement Lane
-Existi ng Interchange
on ____-G ~off
....-----G ypsum Canyon Rd
On Off
Off On
o~G -----on
~ 2017 SR-91 Implementation Plan
Project Description
The proj ect wi ll prov ide an additional eastbound (EB ) lane from the
SR -91 /SR-241 interchange to the SR-71 /SR-91 interchange and wi ll
wi den all EB lanes and shoulders to standard wid ths .
Key Considerations
Coordination with the SR-91 Corridor Improvement Projects (Project
#3 and #11) wi ll be requ ired . Staged construct ion would be requ ire d fo r
all ramp reconstruct ion and freeway wid ening . Freeway operations
would most likely be affected by this project , however, free way lane
closures are not anticipated. An EB concrete shoulder will be
constructed wit h a 12 foot width to provide for f utu re wi dening as
contemplated by Project #3 and #11.
Benefits
The lane addition w ould help to alleviate the weav ing cond ition
between SR-241 and SR-71 , as well as remove vehicles from the
SR-91 mainline that would be exiting at Green Riv er Road and SR-71 .
Current Status
Funding is from the Ame ri can Recovery and Re investment Act (ARRA)
wi th $71.44M approved , and the balance of project costs are from
other sources . Construction began in late 2009 and was completed in
September 2010 .
Coa l Canyon
WLC County Line
I
--~~1~~~~~
• I • I
I
I
I
I • I
I
Green River Rd
On Off On Off
Off On Off On
31
Appendix Project No: 8-4
Actual Completion: January 2013
Project Costs
Capital Cost $ 65 ,005 ,000
Support Cost $ 19,639 ,000
R/W Cost $ 573 ,000
Total Project Cost $ 85 ,217 ,000
Project Sc~edule
Pre li minary Eng ineering Completed
Environmental Completed
Des ign Completed
Construction Completed
LEGEN D
-Existing Hig hway
-Intercha nge/Ramp
-Existing Interchange
'
-HOV or HOT Lane ,: ,,
-Ex isting Lane
-Project Improvemen t Lan e
-Auxil ia ry Lane
Lakev ie w Av
Off On Off On Off
W iden SR-91 between SR-55 and SR-241
by A d ding a 5th GP Lane in Each Direction
Project Description
This project pro pos es capacity and operational improvements by add ing
one ge neral pu rp ose (GP ) lane on eastbound (EB ) SR-91 from the SR-55/
SR-9 1 con necto r to east of the Weir Canyon Road interchange and on
w estbo und (WB ) SR-9 1 from just east of We ir Canyon Road interchange
to the Im p e rial H ighw ay (SR-90 ) interchange . Add itionally , this project
w ould f acil itate t ruck traffic approach ing the truck scales in both directions.
Key Co n s i derat ion s
Caltran s is not consi der ing relocat ion of the truck scales at this time .
Benefits
A lleviates cong e stion on WB SR-91 by e lim inating the lane drop at the
t ruck scal e s an d provid ing a continuous GP lane to SR-90 . Alleviates
congesti on on E B S R-91 by eliminating t he lane drop for northbound
(NB ) S R-5 5 at S R-9 1 by providing an au x il iary lane to Lakeview Avenue ,
and at S R-90 by prov iding a continuous GP lane through Weir Canyon
Constru ction w as co m pl eted in January 2013. The project rece ived $22M
of Corrid o r Mo b il ity I mprovement Account (CMIA ) funding and $74M
of State Tran spo rtati o n Improvement Program (ST IP ) Augmentation funds .
• ~ypsum
Truc k Scales Weir Canyon Rd on/ _C~nyon Rd
On Off O n Off On Off
------------;__-~-" .. __ _
On Off On
On Off Off Off--------._ G
NOTE: FAIRMONT BLVD IS CONTIN GE NT U P O N IMPLEMENTAT ION OF THE PROJECT
~ 2017 SR-91 Implementation Plan
•
•
•
32
"
"
"
A p p e n d i x P r o j e c t N o : B - 5
A c t u a l C o m p l e t i o n : A p r i l 2 0 1 6
P r o j e c t C o s t E s t i m a t e *
C a p i t a l C o s t
S u p p o r t C o s t
R / W C o s t
T o t a l P r o j e c t C o s t
P r o j e c t S c h e d u l e
P r e l i m i n a r y E n g i n e e r i n g
E n v i r o n m e n t a l
D e s i g n
C o n s t r u c t i o n
L E G E N D
- E x i s t i n g H i g h w a y
$ 2 2 , 2 1 8 , 0 0 0
$ 1 6 , 3 8 2 , 0 0 0
$ 4 , 6 8 2 , 0 0 0
$ 4 3 , 2 8 2 , 0 0 0
C o m p l e t e d
C o m p l e t e d
C o m p l e t e d
C o m p l e t e d
- I n t e r c h a n g e / R a m p ,
- C o u n t y L i n e
~ H O V L a n e
~ T o l l e d E x p r e s s L a n e
- E x i s t i n g L a n e
- P r o p o s e d I m p r o v e m e n t L a n e
' "
'
" '
O n
S R - 9 1 W B L a n e a t T u s t i n A v e n u e
P r o j e c t D e s c r i p t i o n
T h e p r o j e c t w i l l a d d a w e s t b o u n d ( W B ) a u x i l i a r y l a n e o n S R - 9 1 b e g i n n i n g
a t t h e n o r t h b o u n d ( N B ) S R - 5 5 t o W B S R - 9 1 c o n n e c t o r t h r o u g h t h e T u s t i n
A v e n u e i n t e r c h a n g e . T h i s p r o j e c t i n c l u d e s a p p r o x i m a t e l y 1 . 1 l a n e m i l e s .
K e y C o n s i d e r a t i o n s
B u i l d A l t e r n a t i v e 3 w a s s e l e c t e d f r o m t h e P r o j e c t S t u d y R e p o r t ( P S R ) , O n
W e s t b o u n d ( W B ) S R - 9 1 A u x i l i a r y L a n e f r o m t h e N o r t h b o u n d ( N B )
S R - 5 5 / W B S R - 9 1 C o n n e c t o r t o t h e T u s t i n A v e n u e I n t e r c h a n g e , a n d
r e q u i r e s a d d i t i o n a l r i g h t - o f - w a y . C i t y o f A n a h e i m u t i l i t i e s a r e w i t h i n c l o s e
p r o x i m i t y o f t h e p r o p o s e d w i d e n i n g s e c t i o n . W i d e n i n g o f t h e S a n t a A n a
R i v e r b r i d g e i s r e q u i r e d . C o o r d i n a t i o n w i t h t h e C i t y o f A n a h e i m o c c u r r e d
f o r w i d e n i n g o f T u s t i n A v e n u e a n d t h e W B S R - 9 1 O f f - R a m p t h a t w a s
c o m p l e t e d i n e a r l y 2 0 1 1 .
B e n e f i t s
T h e p r o j e c t w o u l d r e d u c e o r e l i m i n a t e o p e r a t i o n a l p r o b l e m s a n d
d e f i c i e n c i e s o n t h i s s e c t i o n o f W B S R - 9 1 i n c l u d i n g w e a v i n g a n d m e r g i n g
m a n e u v e r s . T h i s p r o j e c t w o u l d a l s o a d d r e s s c h o k e - p o i n t c o n d i t i o n s ,
w h i c h a r e c a u s e d p r i m a r i l y b y e x t e n s i v e w e a v i n g b e t w e e n t h e N B S R - 5 5
t o W B S R - 9 1 c o n n e c t o r a n d t h e W B S R - 9 1 o f f - r a m p t o T u s t i n A v e n u e .
C u r r e n t S t a t u s
P r e l i m i n a r y e n g i n e e r i n g w a s c o m p l e t e d a n d a p p r o v e d b y C a l t r a n s . T h e
e n v i r o n m e n t a l p h a s e w a s c o m p l e t e d i n N o v e m b e r 2 0 1 0 , a n d d e s i g n w a s
c o m p l e t e d i n m i d - 2 0 1 3 . C o n s t r u c t i o n w a s i n i t i a t e d i n F e b r u a r y 2 0 1 4 . T h e
p r o j e c t r e c e i v e d $ 1 4 M f r o m t h e P r o p o s i t i o n 1 8 S t a t e - L o c a l P a r t n e r s h i p
P r o g r a m ( S L P P ) , $ 1 4 M f r o m M e a s u r e M , w i t h t h e b a l a n c e f r o m R e g i o n a l
I m p r o v e m e n t P r o g r a m ( R I P ) f u n d s . C o n t r a c t a c c e p t a n c e a n d o p e n t o
t r a f f i c i n M a y 2 0 1 6 .
T u s t i n A v W B S R - 9 1
T u s t i n A v
O n O f f
O f f
O n
L a k e v i e w A v
O n
O f f
2 0 1 7 S R - 9 1 I m p l e m e n t a t i o n P l a n 3 3
Appendix Project No: B-6
Actual Completion: 2016
Project Cost Estimate*
IEOC Service Cost
Perris Valley Line Cost
Total Metrolink Costs
Project Schedule
Complete 2016
$1 ,160 ,000
$ 248 ,000 ,000
$ 249 ,160 ,000
• Costs from OCTA and RCTC
(i n 2015 dollars )
Metrolink Service Improvements
Projec t De s cri ption
Orang e Co unty Transportation Authority (OCTA ) and the Riverside
Co unty Tra nspo rtation Comm iss ion (RCTC ) are coordinating on the
imple mentation of additional commute r rail servi ce on the Inl and
Empire -Oran ge County (IEOC) Line , whi ch operates be tween
Ocean si de and San Berna rdino . The ongoing success of the IEOC
Lin e service an d significant freeway construction on para ll el corridors
wo uld bolste r potential g rowth on Metrolink. Currently, there are
sixtee n (16 ) da il y trains that run on the IEOC Line and nine (9) trains
run ning on the 9 1 Line for a total of 25 daily tra ins . There will be an
ad diti on al o IEOC roundtr ips by late 2015 . The long-term service
imp ro veme nts w ill include 24 IEOC trains by 2030 .
Co nstru ctio n began in October 2013 and w as opened to riders in
ea rly in ea rly 2016 on the $248 ,300 ,000 Perris Valley Line (PV L),
w hich w ill expand Metrolink commute r rai l service on the 91 Line
(Ri versi de to Los Angeles , via Fu ll erton ). The new service will extend
24 miles from dow ntown Riverside to south Perris an d will add fou r new stations along the route . The PVL is expected to
open to riders by December 2015 . The project is located wi th in th e right of w ay of the ex isting San Jacinto Branch Line
th rough Riv erside , Moreno Vall ey and Perris . The PVL is th e fi rst extension of Metrolink service since the Antelope Vall ey
Line was built in 1994 . The initia l schedule (Decem ber 201 5 ) has nine tra ins through to Los Angeles and 12 be tw een
Perris and Riverside.
Key Considerations
•
The long-term plan (by 2030 ) adds more service by co nstruct in g ad diti onal stat ions . The Ci ty of Anahe im is also propos ing
Anaheim Canyon Station improvements for a second trac k an d pl atform to be im plemented as part of the long-term plan .
The City of Placentia is currently in the en vi ronment al phase for a ne w Metrol ink commuter rail passenger station and •
parking lot to be constructed as part of the long-term plan .
Benefits
Enab les deve lopment of expanded Metrolink se rvice an d im prov es effic iency, w hich w ill contrib ute to congestion reli ef
on SR-91 .
Current Status
Two add itiona l IEOC Line roundtrips were added in la te 2015 and nin e trains from th e exp anded PVL were added early
2016 .
DAILY TRAIN S .. Existing . 25
2016 . 27
DAILY TRAINS
Existing 16
2016.· 18
a. 2017 SR-91 Implementation Plan
Berna rdino
CHINO
HILLS
I
L-..._
\.
'\,
.
! CORONA
\
\
' \.
\
' \.
\
NORCO
.
c
J, • o.,
./ '··
34
•
.SECTIONS: REF"ERENCES
The following documents and resources were used in the development of the 2017 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
G,alifornia Transportation Commission, Corridor Mobility Improvement Account (CMIA), Amended December 2012
M2020 Plan (Measure M), September 2012
PSR-PDS for SR-241/SR-91 Connector, January 2012
Project Report and Environmental Document (EIR/EIS) for SR-91 CIP from SR-241 to Pierce Street Project, October 2012
PS&E "On State Route 91 Between the SR-91/SR-55 Interchange and the SR-91/SR-241 Interchange in Orange County",
April 2011
Corridor System Management Plan (CSMP) Orange County SR-91 Corridor Final Report, August 2010
• Project Study Report/Project Report "Right of Way Relinquishment on Westbound State Route 91 Between Weir Canyon
Road and Coal Canyon", May 2010
SR-91/Fairmont Boulevard Feasibility Study, December 2009
Feasibility Evaluation Report for Irvine-Corona Expressway Tunnels, December 2009
Plans, Specifications and Estimates (PS&E) for Eastbound SR-91 lane addition from SR-241 to SR-71, May 2009
PSR "On State Route 91 Between the SR-91/SR-55 Interchange and the SR-91/SR-241 Interchange in Orange County", April
2009
91 Express Lanes Extension and State Route 241 Connector Feasibility Study, March 2009
PSR/PR "On Gypsum Canyon Road Between the Gypsum Canyon Road/SR-91 Westbound Off-Ramp (PM 16.4) and the
Gypsum Canyon Road/SR-91 Eastbound Direct On-Ramp (PM 16.4)", June 2008
Orange County Transportation Authority Renewed Measure M Transportation Investment Plan, November 2006
Riverside County-Orange County Major Investment Study (MIS) -Final Project Report: Locally Preferred Strategy Report,
January 2006
California -Nevada Interstate Maglev Project Report, Anaheim-Ontario Segment; California-Nevada Super Speed Train
Commission, American Magline Group, August 2003
Route Concept Reports for SR-91, Caltrans Districts 8 and 12
.arious Preliminary Drawings and Cross Sections, Caltrans Districts 8 and 12
A 2017 SR-91 Implementation Plan 35
~ c en ro -
(]J c..
~ c
0 0 a:: . .i3
Q) 19 10 c
+-' (]J
V) E.
~ (]J
~-0 c.. NE -
" " S R - 9 1 I m p l e m e n t a t i o n P l a n " R e q u i r e d b y A B 1 0 1 0 ( C h a p t e r 6 8 8 , S t a t u t e s o f 2 0 0 2 ) a n d S B 1 3 1 6 ( C h a p t e r 7 1 4 , S t a t u t e s o f 2 0 0 8 ) " U p d a t e d a n n u a l l y t o c a p t u r e p a s t , p r e s e n t a n d f u t u r e p r o j e c t s a l o n g S R - 9 1 o 1 - 1 5 t o S R - 5 7 " P l a n n o t c o n s t r a i n e d b y f u n d i n g a v a i l a b i l i t y " P r o j e c t s c a t e g o r i z e d b y c o m p l e t i o n y e a r ( h o r i z o n y e a r s ) o B y 2 0 2 1 o B y 2 0 3 0 o B y 2 0 3 5 S R - 9 1 - S t a t e R o u t e 9 1 1 - 1 5 - I n t e r s t a t e 1 5 S R - 5 7 - S t a t e R o u t e 5 7
~'''''~ ~ ~ ~ ~ ~ ('I') ~ ~ ~ ~ ~
'"'O
QJ ......,
(./)
QJ
> c -c
0 ·---·-~
00
"' ~
-<.!).
•
(./) ......,
u
QJ
·~ 0
!ii-
Cl..
x ·-V')
•
~--
~'''''~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
•
•
OJ c
C'tJ
.....J • "' ~
•
Culmination of Efforts ( continuted) Benefits of Coordinated Efforts -Addresses population/traffic growth -Provides seamless connectivity between the counties -Increases travel options n *""~ '',,, -Improves quality of life D • • •
" " B y Y e a r 2 0 2 1 a n d 2 0 3 0 " S R - 7 1 - S t a t e R o u t e 7 1 S R - S S - S t a t e R o u t e S S C I P - C o r r i d o r I m p r o v e m e n t P r o j e c t S R - 2 4 1 - S t a t e R o u t e 2 4 1 : ; j
Q~ c:: 0
<i N > >-UJ Ill
...J '-"
::::> VI 0 1-m z
I-UJ
z~ 0 UJ ~> c:: 0 -c:: <i a. u. ~
" " " R e c o m m e n d a t i o n / N e x t S t e p s " R e c e i v e a n d f i l e a s a n i n f o r m a t i o n i t e m " P r e s e n t P l a n t o R C T C i n J u l y " P r o v i d e a p p r o v e d P l a n t o S t a t e L e g i s l a t u r e " C o n t i n u e p r o j e c t i m p l e m e n t a t i o n e f f o r t s P l a n - S R - 9 1 I m p l e m e n t a t i o n P l a n R C T C - R i v e r s i d e C o u n t y T r a n s p o r t a t i o n C o m m i s s i o n D
"
7 .
I -
V)
~
Q)
Q)
Q) s
-0 c
·-Q) ~ >
Q) Q) > V') ·-0::: t)
I L... ·-V) u.. ~ I
ro t:
.....I 0
V) c.
V) Q) ~ a::: c. V) x c
UJ 0
~ ·-CJ)~
L...
Q) c.
0
" ~
0
N
" " S e v e n W e e k H i g h l i g h t s 9 3 , 9 3 6 C a l l s 4 9 , 5 8 8 H i g h e s t T r a f f i c d a y " 2
Tota I Traffic and Potentia I Revenue 4,000,000 3,500,000 3,000,000 2,500,000 2,000,000 1,500,000 1,000,000 500,000 1,873,279 Actual Traffic ·press nes $3,758,595 $1,364,300 Projected Traffic Potential Revenue Projected Revenue • .3
" " T r a f f i c b y D i r e c t i o n W e e k 7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _ . . 2 7 , 5 3 9 W e e k 6 W e e k 5 W e e k 4 L - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . - . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ . . . . . . . . . . . . . . . 1 2 s , s 4 0 , ~ ~ ~ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . . . . . . . _ _ _ _ _ 1 3 0 , 4 6 9 . W e e k 3 - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - ~ - - ~ - - ~ 3 D p 3 W e e k 2 W e e k 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " L � 3 ~ J A q 2 0 , 0 0 0 E x p r e s s L a n e s 4 0 , 0 0 0 6 0 , 0 0 0 8 0 , 0 0 0 1 0 0 , 0 0 0 1 2 0 , 0 0 0 " W e s t b o u n d T r a f f i c " E a s t b o u n d T r a f f i c " 1 4 0 , 0 0 0 1 6 0 , 0 0 0 4
QJ
(./)
:J
-1--J c
Q)
E
b.O
QJ
(./)
~
c:
0 ·-+" u ro
~ c: ro
"'"' .....
u ..... u a:
~
c:
0 ·-+" u ro
~ c: ro
"'"' .....
~ u
0
Lf)
•
•
UI
UI
UI f Q) ~ c
" " W e e k l y T r a f f i c H O V v s . S O V 3 5 0 , 0 0 0 3 0 0 , 0 0 0 2 5 0 , 0 0 0 2 0 0 , 0 0 0 1 5 0 , 0 0 0 1 0 0 , 0 0 0 5 0 , 0 0 0 W e e k 1 W e e k 2 W e e k 3 W e e k 4 W e e k 5 W e e k 6 - T o t a l S O V - T o t a l H O V ~ P r o j e c t e d T r a f f i c E x p r e s s L a n e s " W e e k 7 6
1-15 and SR-91 Origin/Destination 700,000 600,000 500,000 400,000 300,000 200,000 100,000 1-15 NB press nes 60% SR-91 Westbound 67% 33% 1-15 SB SR-91 Eastbound • .7
2,500 2,000 1,500 1,000 500 • • Peak Period Traffic Average Westbound Weekdays 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM Express Lanes 3,500 3,000 2,500 2,000 1,500 1,000 500 • Average'Eastbound Weekdays 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8
91 Express Lanes Account Openings Weekl 937 Week2 747 Week3 657 ·--Week4 593 Weeks 603 ~ -Week6 585 ----Week7 367 ~ -Total 4,489 Before Opening After Opening \ • 200 • 64 91bf""l.J"" wmn«l«>nC.mr 1 lm.6009191 Kfo111d ploasmrum tJ> PQ9co9191 Conn~CA!ll878 ll!lumpO!t>;l'!Jl•• .. od [l =] \-m~ • . I ~~===------press nes ~ -• ·~ 2pe""" .• awpo<I 3 ... po~on • carpool Selbef<lnlmMng ~r::-.9
" " C a 1 1 C e n t e r S t a t i s t i c s S e l f S e r v i c e d 3 9 % C u s t o m e r S e r v i c e 1 1 % E x i s t i n g A c c o u n t s 2 7 % V i o l a t i o n s 1 6 % N e w A c c o u n t s 7 % " 1 0
Toll Rates • Commission adopted an Opening Toll Policy in September 2016 • Price per mile based on level of service volumes • Stantec projected estimated opening period volumes • Actual volumes have consistently exceeae projected volumes for many hours warranting toll rate increases • Weekly toll rate adjustments to manage eastbound peak period congestion ·press nes • .11
" " " C H P T o l l E n f o r c e m e n t " E n f o r c e m e n t T a r g e t s " H O V 3 + v i o l a t o r s " V e h i c l e s w i t h o u t a t r a n s p o n d e r " C r o s s i n g c h a n n e l i z e r " T w o u n i t s d u r i n g p e a k p e r i o d s 1 2
Freeway Service Patrol Dedicated Express Lanes Service • Two Trucks • Initially 5 a.m. to 9 p.m. • Responding to Incidents and Disabled Vehicles press nes Responses 210 • .13
" " " C a l t r a n s E x p r e s s L a n e s M a i n t e n a n c e " S u n d a y C l o s u r e s ( E v e r y t h r e e w e e k s ) " 4 / 2 / 1 7 " 4 / 2 3 / 1 7 " 5 / 2 1 / 1 7 " D e b r i s r e m o v a l , s w e e p i n g , c h a n n e l i z e r r e p l a c e m e n t , d r a i n c l e a r i n g 1 4
Upcoming Items • Monthly reporting to SR-91 Advisory Committee to include RCTC • Evaluating Improvements • Eastbound 91/15 split • Westbound SR-91 entrance • Work with California Toll Operator Committee • Legislative Items • Technical Improvements • Statewide Marketing ·press nes • .15
V) ......,
V)
QJ
:J
C"'
QJ
0:: !.....
!ii.... 0 .
:J u
~ +-' u
!.....
!ii....
0 c c
V) 0 0
l/) l/)
c l/) l/)
0 0 0
!..... !.....
·-u . u ......,
V) !..... !.....
QJ ~ 0
::l ·-~
a c en c ~ QJ 'r"i
V) ~ I
QJ LI)
c 0
N ro -_J 'r"i
V)
LI)
V) en -QJ
!ii.... c.. x
UJ
M
CJ)