Backup Documents 09/24/2024 Item #11BZ)
Collier County
Transportation Management Services
Department
Trancnnrtatinn Fnvinnorina Nvicinn
INTERSECTION SAFETY
Enforcement
Education
Engineering
Anthony Khawaja, P.E.
Chief Engineer Traffic Operations
September 24, 2024
1
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Crash History Map
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• Fakahatchee Strand
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Big Cypres"s
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Welcome anthony.kharraja
Crash Legend o --
80 9%
18-8%
0 3%
Crashes Displayed. 116,406
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Collier County Hier
Transportation Engineering
Division
60
50
20
10
W
1
2014
County 10-Year Crash History
Fatalities at Signalized Intersections
2015 2016 2017 2018 2019 2020 2021 2022
0 Total Fatalities i CC Maintained Roads Fatalities 0 Signalized Intersection
2023
45444
Rear End
Side Swiped Same Dir--
Right Mille
�a Right Turn
Left Turn
s
w
o Right Turn Hit VRU
V Side Swiped Opposite...
8acldng
Head On
Fixed Object
•
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Rd
h data 2019- June 2024
123 Total crashes
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Collier County
Transportation Engineering
Division
BCC Requested Information
• Yellow & All Red Clearance Intervals;
• How do we ensure the signals are
running properly;
• What can be done to prevent future
crashes;
Collie-e
r County "ellow & All Red Clearance Interval
Transportation Engineering
Division
-t
Collier Counter
Transportation Engineering
Division
i Immokalee Rd & Logan Blvd
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ll Red Clearance 150'/2.2" Yellow Change Interval 4,8" OR 318' At 45 MPH
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IMMOKALEE READ
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Collier County
Transportation Engineering
Division
Driver
What Causes Crashes
• Follow the Rules
• Wearing seat belt
is Not speeding
is Safe &Defensive
is Impaired/Distracted
Roadway
• Design
• Speed Limit
• Signs
■ Sight Distance
■ Signal Timing
Vehicle
• Design
• Speed
• Safety Features
• Maintenance
• Breaks
Weather/Environment
is Weather Conditions
• Glaring Sunlight
• Nighttime /Lighting
• Obstacles in the Roadway
Collie-e
r County How we ensure the signals a r e
Transportation Engineering
Division r u n n i ng properly
It takes all of us:
• Traffic Management Center
*Signal Technicians
*Collier County Sheriff
• Collier County Residents
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233 Signalized Intersections
;r -Ern n r ice 0207 Flashers
i
' 350 miles of Fiberoptic Cable
L 42 �i v Xy
*AVA 5,448 Street Lights (CC maintained)
-
yy • 23,994 Signs (CC maintained)
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Collier County
Transportation Engineering
Division
Traffic Management Center (6)
• Continuously monitor signal databases;
• Check signal alarms daily;
• Check for any failed equipment and initiate
repairs;
• Monitor signal operations throughout the day;
• Actively respond to incidents and residents;
• Check the Uninterrupted Power Supplies (UPS)
status daily;
• Check PTZ Monitoring Cameras daily.
is
Collier Counter
Transportation Engineering
Division
Signal Technicians Team (7)
• Daily tasks created by the Traffic Management
Center (TMC);
• Intersection repairs;
• Intersection modifications;
• Ground Preventive Maintenance twice a year;
• Certifying the Malfunction Monitoring Units
(MMU) once a year;
• Aerial Preventive Maintenance (APM) on every
signalized intersection every five years;
-C
Collier County Potential/Continued Improvements
Transportation Engineering ho
Division
Install Blue Lights (red-light indicator), work
with the Sheriff's Office to select the most
appropriate intersections.
(approx. $3k per signalized intersection)
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Collier County Potential/Continued Improvements
Transportation Engineering ho
Division
• Improve visibility of signal heads;
(approx. $20k per signalized intersection)
Collie-e
r Count Potential/Continued Improvements
y
Transportation Engineering ho
Division
• Work through the Congestion Management
Committee (PMO), FDOT and other agencies on
the deployment of new technologies that would
improve safety.
• Continue close cooperation with the Sheriff's
Off ice;
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Collier County
Transportation Engineering
Division
� we are here!
Call 239-252-5000
6:30 AM to 6:00 PM
Monday through Friday
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Collier County
Transportation Management Services
Department
Trancnnrtatinn Fnvinnorina Nvicinn
Tlia n I<. you
Logan Blvd at Immokalee Road Crashes
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0 0 Fatal 0 Injury 0 PDO
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Manual
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471 Control
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Yellow Timings Intervals
T,q b le 3, Ei-I . F Io ri d a Yellow C Im iige I me rv{9 I� 0.0 {fa G ra I e E St a n d s rds
APPROACH SPEED (MPH)
YELLOW INTERVAL �SECONDSE
3.4
ao
.3.-
a!5
4.0
40
4.4
45
4.8
5D
5.1
55
:5.5
6D
5.9
65
6.0
For approach grades other than 0%, use RE Formula.
Phase
Min Green
Alin Green2
Pasco 9 e
Max1
Max2
Maxi
Conditional Max
Yellow Change
Red Clear
Immokalee Rd & Logan
Timing
1 V 1 e4 - Imrnokalee @ Lagan
5 15 S . S '15 5 W7,7,
r FM.,e::]
Last s, Modem dWtatus Ti rne'v
0 0 0 0 0 0 0 0 194VI90 1 Pattern I I Cocrd Q sec
Locall Master Set CYffset Act, Offset
177 1 44 1 5 1 57
2.0 4.0 2.0 2.0 2.0 4.0 2.0 2.0 lit:
Set;
Last;
-6
51
15
1 121
1 32
22
27
1 1C9
1 23
1
4
11ZD
29F1
1 SCi
4
1113d23FJ
23Ci
1 ❑
0
0
0
0
0
C
'Y
'v
F
Pattern 11
4[ P u
El '
4.8
4-.8
4.0
4S
4S
4
4S'
4
0
0®
YollowandAN H t d eh artg�!Inleii ralsr
+ bellow clearance: Is towarn Iralhcof an impendingchange in the right•nf-gray
assignment.
. All -Red clearance Js to provide additional tirneto clear the intersection before
-con Aictirig traffic is released.
1.47v
Y=t+ 2{a+Gg}
Where:
Y= length of yellow interval, see.
t = perception -reaction time {use 1.4 sec.}
v = speed of approaching vehicles, in mph_
a = deceleration rate in response to the onset of a yellow indication (use 10 Rise c2)
g =acceleratio n duete gravity (use 32.2 fusee)
G= grade, with uphill positive and downhill negative (percent grad&1100)
W + L
1.47P
Vw here.
R = length of red interval, sec.
W = width of the intersection, in feet, measured from the near -side stop line to the far
edge of the conflicting traffic lane along the actual vehicle patio.
L = Length of vehicle (Llse 20 ft_)
v speed of approaching vehicles, in mph.
7W~ ••'ll ti
V
16
GOLDEN GATE PARKWAY
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t
LD
N
II
GC
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4r
_t i
Signal Timing
120
second
cycle
6.5 sec.
6.5
6.5 sec. ---
6.5 seconds * 4 = 26 seconds
26 / 120 = 0.22
22% Lost Time
Status
rra rat Utility Line htage (Volt)
Output Voltage )
Output Load )
Battery Capacity Rentaining
,r at Battery Mugs (Vbio
UPS Tape rare Q
Input F )
UPS Net Off T`rm a : m dd )
UPS Net On Time (hh.-mm d )
US HA System Date (d m )
USHA System rime (hh: rn: s)
U FAA Up rwne (days hh: awm )
60
50
do
Y l
Fatalities with Trucks over 10,000 1 bs involved
L.
2014 202S
Fv.
2016
2017 2019 2019 2020 2021
■ Total Fatalities ■ Trucks over 10,000 Ibs involved
Dynamic All -Red Extension: An Innovative
Safety Countermeasure to Treat Red Light
Running Crashes
The system intervenes in the ❑peration of a traffic signal when it senses a vehicle is
likely to violate the red indication by holding the signal controller timing in the all -red
clearance interval before switching right of way, thus allowing the offending vehicle
time to clear the intersection before the next phase receives a green indication.
Check if we see a significant and sustained increase in the number ❑f yellow light and
red light runners that could proliferate over time.
0 Crashes at Red Light Camera Intersections
350
Pre-program
3oz
30a
250
Will
150
TOTAL
356
100
228
TOTAL
262
I
235
Program Implemented
TC
310
224
kL
289
REAR END
LEFT TURN
RT ANGLE
RT TURN
PED/BIKE
April 2009 - RLC Program
50 Bega n
30 32
Z4
17 20 13 4 11 9 9 5 14 7 11 18 4 May 2010 - End Right Turn on
Red Enforcement
a
2007-2008 2008-2009 2009-2010 2010-2011 July 2010 - Mark Wandall
PROGRAM YEAR: July 1-June 30 Traffic Safety Act
350
300
250
Will
150
100
Crashes at Comparative Intersections
Pre-program Program
Implemented
219 24
Total
248
50
11
g
3
3
0
2007-2008
Total
238
5 5 7 2
Total
263
10 10 15
3
2008-2009 2009-2010
PROGRAM YEAR: July 1-June 30
IIt
Total
222
REAR END
LEFTTURN
RT ANGLE
RT TURN
PED/BIKE
April 2009 -
38 RLC Program Began
5 7 0 May 2010 -
End Right Turn on Red
Enforcement
2010-2011
July 2010 —
Mark Wandall
Traffic Safety Act
Average Red Light Running Crashes Per Year
Two Years Before and Two Years after Program was Initiated
400
350
300
250
200
150
100
50
�M
400
350
300
250
200
150
100
50
After Program
Operational
Red - Red Light Camera Intersections Green - Comparative Intersections
Red light Running Citations Issued by Month
6OOO
All 19 Cameras
Operational
DOOO
4637
5401
4000
3742
346 Right Turn No Longer
Enforced
2948
3000
2000
1000
255 312 212
1111
0 -
May-Dec.2009
211❑
883 960
710 689 671 1
569 .■MMt___
January -December 2010
1052
678 593 697 717
1173
1054
913 919F--1
January -December 2011Jan
2012
Agenda Item #: 11 B September 24, 2024 Red Light Running Safety Measures
lOAM
Name: 1 Address/Phone:
Ceding Time To:
PLEASE PRINT CLEARLY
COLLIER COUNTY ORDINANCE NO.2003-53,AS AMENDED BY ORDINANCE 2004-05 AND 2007-24,REQUIRES THAT ALL LOBBYIST SHALL,BEFORE ENGAGING IN ANY
LOBBYING ACTIVITIES(INCLUDING,BUT NOT LIMITED TO,ADDRESSING THE BOARD OF COUNTY COMMISSIONERS),REGISTER WITH THE CLERK TO THE BOARD AT
THE BOARD MINUTES AND RECORDS DEPARTMENT
YOU ARE LIMITED TO THREE (3)MINUTES FOR YOUR COMMENTS AND ARE TO ADDRESS ONLY THE CHAIR
PUBLIC COMMENT IS NOT INTENDED TO BE A FORUM FOR SELF-PROMOTION PUBLIC COMMENT SPEAKERS WHO ENGAGE IN ADVERTISING THEIR
BUSINESS,PERSONAL POLITICKING OR OTHER FORMS OF SELF-PROMOTION WILL BE ASKED TO LEAVE THE PODIUM.
PLACE COMPLETED FORM ON THE TABLE TO THE LEFT OF THE DAIS
Agenda Item #: 11 B September 24, 2024 Red Light RunningSafety
Measures \\.1/410AM
Name: p4cisicct Address/Phone:
3333 1411 eutee
[es
Ceding Time To: 11,10 /3 I� � 30) 7
2 - � ' - )
PLEASE PRINT CLEARLY
COLLIER COUNTY ORDINANCE NO.2003-53,AS AMENDED BY ORDINANCE 2004-05 AND 2007-24,REQUIRES THAT ALL LOBBYIST SHALL,BEFORE ENGAGING IN ANY
LOBBYING ACTIVITIES(INCLUDING,BUT NOT LIMITED TO,ADDRESSING THE BOARD OF COUNTY COMMISSIONERS),REGISTER WITH THE CLERK TO THE BOARD AT
THE BOARD MINUTES AND RECORDS DEPARTMENT
YOU ARE LIMITED TO THREE (3)MINUTES FOR YOUR COMMENTS AND ARE TO ADDRESS ONLY THE CHAIR
PUBLIC COMMENT IS NOT INTENDED TO BE A FORUM FOR SELF-PROMOTION. PUBLIC COMMENT SPEAKERS WHO ENGAGE IN ADVERTISING THEIR
BUSINESS,PERSONAL POLITICKING OR OTHER FORMS OF SELF-PROMOTION WILL BE ASKED TO LEAVE THE PODIUM
PLACE COMPLETED FORM ON THE TABLE TO THE LEFT OF THE DAIS