HomeMy WebLinkAboutAttachment A SIB 174 Street Overpass Planning Study 032719SUNNY ISLES BEACH
174th Street Pedestrian Overpass Planning Study
MARCH 2019
PREPARED FOR: PREPARED BY:
ACKNOWLEDGEMENTS
City Commissison
Mayor George “Bud” Scholl
Vice-Mayor Larisa Svechin
Commissioner Alex Lama
Commissioner Dana Goldman
Commissioner Jeniffer Viscarra
Study Advisory Committee
Lisa Colmenares, AICP, Miami-Dade Transportation Planning Organization (TPO)
Doraida Rodriguez, Miami-Dade Department of Transportation and Public Works
Isis Rodriguez, Florida Department of Transportation – District 6
Susan Simpson, City of Sunny Isles Beach
City Staff
City Manager Christopher J. Russo
Deputy City Manager Stan Morris
Assistant City Manager Susan Simpson
Director Planning and Zoning Claudia Hasbun
Senior Planning and Zoning Technician Jennifer Lu-Chong
City Clerk Mauricio Betancur
The Miami-Dade TPO complies with the provisions of Title VI of the Civil Rights Act of 1964, which states:
No person in the United States shall, on grounds of race, color, or national origin, be excluded from
participation in, be denied the benefits of, or be subjected to discrimination under any program or activity
receiving federal financial assistance. It is also the policy of the Miami-Dade TPO to comply with all of the
requirements of the Americans with Disabilities Act (ADA). For materials in accessible format please call
305-375-1888.
The preparation of this report has been financed in part from the U.S. Department of Transportation
(USDOT) through the Federal Highway Administration (FHWA) and/or the Federal Transit Administration
(FTA), the State Planning and Research Program (Section 505 of Title 23, U.S. Code) and Miami-Dade
County, Florida. The contents of this report do not necessarily reflect the official views or policy of the U.S.
Department of Transportation.
TABLE OF CONTENTS
Resolution No. 2019-2927 Approving Planning Study
Sunny Isles Beach 174th Street Pedestrian Overpass Planning Study Memo – March 21, 2019
ATTACHMENTS
TAB 1 - Study Advisory Community (SAC) #1 Meeting Minutes – October 3, 2018
TAB 2 - Study Advisory Community (SAC) #2 Meeting Minutes – December 5, 2018
TAB 3 - FDOT Project Presentation Meeting Minutes – January 16, 2019
TAB 4 - Public Workshop and Study Advisory Committee (SAC) #3 Meeting Minutes –
January 30, 2019
TAB 5 - Public Arts Advisory Committee (PAAC) – Agenda and Letter of Support – February
15, 2019
TAB 6 - SIB Pedestrian Park Bridge Feasibility Study – October 2018
TAB 7 - Collins Avenue Bridge Park Conceptual Design Renderings Presentation
Revised: 01/23/2017
Memorandum
☐ Fort Lauderdale Office · 1800 Eller Drive · Suite 600 · Fort Lauderdale, FL 33316 · 954.921.7781(p) · 954.921.8807(f)
☒ Miami-Dade Office · 10800 Biscayne Boulevard · Suite 950 · Miami, FL 33161 · 786.485.5200(p) · 786.485.1520(f)
Date: March 21, 2019
To: Claudia Hasbun, AICP
Planning and Zoning Director
From: Alex A. David, AICP
Miami-Dade Director Office ǀ Planning
Subject: Sunny Isles Beach 174th Street Pedestrian Overpass Planning Study
Project: 18-1333
CC: Christopher J. Russo, City Manager
BACKGROUND
During the City’s 2016 Transportation Master Plan (TMP) process, Collins Avenue at 174th Street
was identified and recommended as a priority area for an elevated pedestrian overpass.
Therefore, the City applied for and received a matching grant from the Miami-Dade County
Transportation Planning Organization (TPO) to conduct a planning study for this project.
The scope of the grant was to undertake the planning and research, data collection, analysis
and conceptual illustrations efforts necessary for pedestrian and vehicular improvements into
and through Collins Avenue at 174th Street in coordination with Miami-Dade TPO, Miami-Dade
County Department of Transit and Public Works and the Florida Department of Transportation.
The study provides for a feasible alternative pedestrian route between the east and west sides
of Collins Avenue, as well as conceptual design ideas for a well-designed, appealing, usable,
and ADA accessible park overpass for pedestrians.
PROCESS
As part of the study and review process, a Study Advisory Committee (SAC) component was
created to guide the process and provide feedback. The SAC included City Staff and one
member each from the Miami-Dade Transportation Planning Organization, Miami-Dade
Department of Transit and Public Works and the Florida Department of Transportation. The SAC
provided valuable input, from the initial project kick-off to completion of the final report. This
extremely important task will most likely be the catalyst for greater pedestrian safety within the
central part of the City. Meetings of the Committee were held on October 3, 2018, including a
site visit; December 5, 2019 and January 30, 2019. In addition, a meeting between members of
Revised: 01/23/2017
Memorandum
the SAC and FDOT staff where the conceptual design was presented was held on January 16,
2019. Lastly, a Public Workshop was held on January 30, 2019.
A second major component of the overall study included vehicular and pedestrian data analyses.
Traffic data, signal timing, pedestrian counts and 5-year crash data were collected.
A summary of the results of this vehicular and pedestrian data analysis are presented below:
• The intersection of State Road A1A/Collins Avenue at 174th Street is operating at
acceptable level of service both during the week and on the weekend.
• In the area of State Road A1A/Collins Avenue in which the proposed pedestrian
bridge is roughly centered, the City has installed plantings and fencing in the
median to discourage jay walking.
• There are already signalized pedestrian crossing protection at the intersection of
174th Street, and at the crosswalk just north of 175th Terrace. The pedestrian
crossing volumes at these locations continue to meet or exceed the thresholds that
would recommend signalized mid‐block pedestrian protection.
• Despite the safety features noted above, there have been two pedestrian fatalities
in the vicinity of the signalized crossing locations in the last five years, indicating
that more robust protection is needed.
The third and last component of the planning study is the “Collins Avenue Bridge Park”
conceptual design. In addition to the review of the FDOT District 6 Pedestrian Bridge Study (July
2018) other similar existing overpasses were reviewed. Additionally, input was received from the
SAC, FDOT and the public. The overall goal of the conceptual design was to incorporate within
a unique and iconic structure accessibility for all, seating, landscaping and safety measures
which complement Samson Oceanfront Park. Finally, to create a “Park” not a “Bridge”.
FINDING
A pedestrian overpass would increase multimodal connectivity between key commercial and
entertainment places, as well as residential areas. It would also attract interest and encourage
repeat usage by providing a safe and comfortable user experience. The overpass was designed
as open space, with landscaping and seating, creating an elevated park as well as safe
pedestrian pathway.
RECOMMENDATIONS
On February 14, 2019, the City’s Public Arts Advisory Committee (PAAC) reviewed the proposed
conceptual design and recommended acceptance by the City Commission.
Revised: 01/23/2017
Memorandum
Based on the above, Staff recommends that the City Commission of the City of Sunny Isles
Beach accept the 174th Street Pedestrian Overpass Planning Study – “Collins Avenue Bridge
Park” for the safety, use and enjoyment of the City’s residents and visitors.
Attachments:
Study Advisory Community (SAC) #1 Meeting Minutes – October 3, 2018
Study Advisory Community (SAC) #2 Meeting Minutes – December 5, 2018
FDOT Project Presentation Meeting Minutes – January 16, 2019
Public Workshop and Study Advisory Committee (SAC) #3 Meeting Minutes – January 30, 2019
Public Arts Advisory Committee (PAAC) – Agenda and Letter of Support – February 14, 2019
SIB Pedestrian Park Bridge Feasibility Study – October 2018
Collins Avenue Bridge Park Conceptual Design Renderings Presentation
SUNNY ISLES BEACH PEDESTRIAN
PARK BRIDGE FEASIBILITY STUDY
CGA Project NO. 18-1333
Prepared for:Prepared by:
OCTOBER 2018
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Pedestrian Park Bridge Feasibility Study
July 2016
TABLE OF CONTENTS
LIST OF FIGURES ...................................................................................................................... 2
LIST OF TABLES ........................................................................................................................ 2
1. INTRODUCTION ............................................................................................................... 5
2. EXISTING CONDITIONS .................................................................................................... 5
3. TRAFFIC DATA COLLECTION ............................................................................................. 7
4. PEDESTRIAN VOLUME ANALYSIS ................................................................................... 10
5. CRASH DATA SAFETY REVIEW ....................................................................................... 13
6. INTERSECTION LEVEL OF SERVICE .................................................................................. 17
7. CONCLUSIONS AND RECOMMENDATIONS .................................................................... 18
LIST OF FIGURES
Figure 1: Location Map ............................................................................................................ 6
Figure 2: MDT Transit Routes................................................................................................... 6
Figure 3: Collins Avenue Pedestrian Crossing Data Collection North Segment ......................... 8
Figure 4: Collins Avenue Pedestrian Crossing Data Collection South Segment ......................... 8
Figure 5: Crash Locations ....................................................................................................... 14
Figure 6: Crash Types and Severity ........................................................................................ 15
Figure 7: Pedestrian Fatality Locations ................................................................................ 166
LIST OF TABLES
Table 1: Weekday Vehicle and Pedestrian Crossing Volumes………………………………………………11
Table 2: Weekend Vehicle and Pedestrian Crossing Volumes………………………….………………….12
Table 3: Collins Avenue at 174th Street – Weekday AM Peak………………………….…………………..17
Table 4: Collins Avenue at 174th Street – Weekday PM Peak…………………………..…..……….…….17
Table 5: Collins Avenue at 174th Street – Weekend AM Peak………………………….…………….......17
Table 6: Collins Avenue at 174th Street – Weekend Mid‐Day Peak ………………………………..…..18
Table 7: Collins Avenue at 174th Street – Weekend PM Peak……………………………………………..18
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APPENDIX
Appendix A: Traffic Data
Appendix B: Signal Timings
Appendix C: Peak Season Factor Category Report
Appendix D: Pedestrian Counts
Appendix E: 5‐Year Crash Analysis
Appendix F: Synchro Reports
Appendix G: Adjusted Peak Volumes
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1. INTRODUCTION
Calvin, Giordano & Associates, Inc was requested by the City of Sunny Isles Beach to undertake
the research, planning and conceptual design efforts necessary to assess the need for potential
pedestrian and vehicular improvements into and through Collins Avenue at 174th Street. This
intersection is traversed by pedestrians who are accessing the beach through Samson Oceanfront
Park. In addition, there is high vehicular volume that travels north and south along the State Road
A1A/Collins Avenue corridor.
The City applied for and received a matching grant from the Miami‐Dade County
Transportation Planning Organization to study the feasibility of planning for the construction
of a pedestrian park bridge over Collins Avenue at 174th Street. This elevated bridge was
recommended as a high priority project in the City's 2016 Transportation Master Plan.
The study will focus on the background data showing the necessity for an elevated,
alternative pedestrian route between the east and west sides of Collins Avenue and
providing for conceptual plans for a usable, appealing, and well‐ designed pedestrian bridge.
This report includes only the vehicular and pedestrian data analysis.
2. EXISTING CONDITIONS
Collins Avenue is a six‐lane divided principal arterial. 174th Street is a four‐lane divided local road.
Both streets have sidewalks on both sides of the roadway. Figure 1 depicts the project location.
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Pedestrian Park Bridge Feasibility Study
Figure 1: Location Map
The existing bus routes in the vicinity of this intersection location are shown in Figure 2. Miami‐
Dade Transit (MDT) Route 120 Beach Max runs along State Road A1A/Collins Avenue from
downtown Miami (via the MacArthur Causeway) at the south end to the Aventura Mall (via the
Lehman Causeway) at the north end.
174th Street
Gilbert Samson
Oceanfront Park
Gilbert Samson
Oceanfront Park
E‐W Signalized Crosswalk
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Pedestrian Park Bridge Feasibility Study
Figure 2: MDT Transit Routes
3. TRAFFIC DATA COLLECTION
Traffic data were collected on Thursday, September 27, and Saturday, September 29, 2018.
Eight‐hour pedestrian counts crossing State Road A1A/Collins Avenue were collected in two
zones north and south of the intersection at 174
th Street. The northern zone included the
signalized crosswalk north of 175th Terrace. The southern zone was roughly centered between
the intersections of NE 172nd Street and NE 174th Street. Video cameras were installed to capture
the pedestrian zones and particularly the pedestrian crossings at each location. The video files
were reviewed to count aforementioned pedestrian crossings. Figures 3 and 4 depict these
pedestrian zones.
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Pedestrian Park Bridge Feasibility Study
Figure 3: Collins Avenue Pedestrian Crossing Data Collection North Segment
Figure 4: Collins Avenue Pedestrian Crossing Data Collection South Segment
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MDT provided a listing of the peak hours for Route 120 Beach Max transit boardings and
alightings at 174th Street, which assisted in choosing the eight hours that pedestrian crossings
were counted. MDT indicated that the top eight hours for boardings and alightings for Route 120
were as follows:
Weekday:
1. 6 am to 7 am
2. 7 am to 8 am
3. 8 am to 9 am
4. 10 am to 11 am
5. 11 am to noon
6. 2 pm to 3pm
7. 4 pm to 3 pm
8. 5 pm to 6 pm
Saturday:
1. 6 am to 7 am
2. 8 am to 9 am
3. Noon to 1 pm
4. 1 pm to 2 pm
5. 2 pm to 3 pm
6. 3 pm to 4 pm
7. 4 pm to 5 pm
8. 6 pm to 7 pm
24 Hour bidirectional daily volume counts were also collected on State Road A1A/Collins Avenue
south of 174th Street. Turning movement counts were taken at the intersection of State Road
A1A/Collins Avenue at NE 174th Street from 8 am to 9am, and 3pm to 6pm on the weekday, and
the hours of 11am to noon, 2 pm to 3 pm, and 4 pm to 6 pm on Saturday. Pedestrian crossings
at the intersection were collected along with the vehicle movements.
A summary of the traffic data collection including the ADT traffic volumes are in Appendix A, and
pedestrian crossing information can be found in Appendix D.
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4. PEDESTRIAN VOLUME ANALYSIS
The intersection of State Road A1A/Collins Ave at 174th Street is controlled by a traffic signal with
pedestrian features and has dedicated crosswalks. As mentioned, a signalized pedestrian crossing
exists just north of NE 175th Terrace. South of 174th Street, the next opportunity to cross State
Road A1A/Collins Avenue is at the signalized intersection at 172nd Street. The City has installed
hedges and fencing in the median of Collins Avenue to discourage jay walking.
When considering installing pedestrian crossing protection based on pedestrian volumes, one
source for guidance is Section 3.8.5 (3b) of the FDOT Traffic Engineering Manual (TEM), which
recommends mid‐block signalized protection for pedestrians when total volumes crossing the
street are:
20 or more pedestrians during a single hour (any four consecutive 15 minute periods)
of an average day;
18 or more pedestrians during each of any two hours of an average day;
15 or more pedestrians during each of any three hours of an average day.
Tables 1 and 2 depict the ADT volumes on State Road A1A/Collins Avenue and the pedestrian
crossing volumes both at the intersection during the hours that vehicle movements were
counted, and for each of the eight hours at the crosswalk at NE 175th Terrace. Possibly because
the City has been proactive in discouraging jaywalking through the installation of fencing and
hedges in the median, there were virtually no pedestrian crossings observed in the southern
image zone.
All of the pedestrian crossing volumes, either weekday or weekend, exceed the thresholds
contained in the TEM, confirming the need for signalized protection.
The pedestrian crossing volumes north and south of the intersection at 174th are in Appendix D.
the pedestrian counts taken at the intersection are in Appendix A.
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Table 1: Weekday Vehicle and Pedestrian Crossing Volumes
Vehicle and Pedestrian Volumes ‐ Weekday
Collins Avenue Average Day (1)
Hourly Vehicle Volumes
Hour
Begin‐
ning NB SB
Two‐
Way
Total
At 174th
Street
North of
174th
Street
600 727 938 1665 3
700 1225 1532 2757 9
800 1951 2300 4251 91 18
1000 1459 1704 3163 7
1100 1497 1592 3089 21
1400 1938 1730 3668 17
1500 1995 2042 4037 17
1530 2141 1948 4089 77
1630 2324 2136 4460 67
1700 2445 2192 4637 18
1730 2449 2180 4629 95
Single Maximum 20 95 21
Top Two Minimum 18 91 18
Top Three Minimum 15 77 18
Notes:
2) Pedestrian counts Thursday, September 27, 2018
1) Count day volumes inflated by SF = 1.10 per FDOT
PSFC Report
Pedestrian E‐W
Count (2)
Hourly Pedestrian Crossing Volume
Thresholds per FDOT TEM 3.8.5
Counted Pedestrian
Volumes
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Table 2: Weekend Vehicle and Pedestrian Volumes
Studies have demonstrated that pedestrians may use less caution crossing streets with marked
crosswalks as compared to unmarked crosswalks for the following reasons; marked crosswalks
may foster a false sense of security for pedestrians in that they take for granted that motorists
will always yield the right of way to them. It has also been found that marked crosswalks lead
pedestrians to believe drivers will see the lines as well as they do and stop for them. Crash
potential was found to be reduced at some locations where marked crosswalks were removed.
Vehicle and Pedestrian Volumes ‐ Saturday
Collins Avenue Average Day (1)
Hourly Vehicle Volumes
Hour
Begin‐
ning NB SB
Two‐ Way
Total
At 174th
Street
North of
174th
Street
600 352 451 803 7
900 1005 1258 2263 17
1100 1455 1466 2921 124
1200 1575 1634 3209 26
1300 1577 1642 3219 24
1400 1692 1670 3362 86 19
1500 1657 1695 3352 20
1600 1585 1738 3323 110 23
1700 1555 1683 3238 81
1800 1650 1619 3269 50
Single Maximum 20 124 50
Top Two Minimum 18 110 26
Top Three Minimum 15 86 24
Notes: 1) Count day volumes inflated by SF = 1.10 per FDOT
PSFC Report
Pedestrian E‐W Count
(2)
2) Pedestrian counts Saturday, September 29, 2018
Hourly Pedestrian Crossing Volume
Thresholds per FDOT TEM 3.8.5
Counted Pedestrian
Volumes
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5. CRASH DATA SAFETY REVIEW
Signal Four Analytics was used to review the crash history near the intersection of 174th Street
and State Road A1A/Collins Avenue. Signal Four Analytics is a program which evaluates crash
data from the Florida Department of Highway Safety and Motor Vehicles. Crash data is updated
nightly and is geo‐located which allows the crash locations to be shown on an interactive map
and be presented as a spatial distribution of crashes. Intersection and road segment crash data
analysis can be performed for certain timeframes to evaluate types of crashes
(vehicle/bike/pedestrian), time of day, road condition and other variables through the use of
Signal Four Analytics.
Figure 5 shows the extent of Collins Avenue analyzed, from 172nd Street to the crosswalk north
of 175th Terrace. The bubbles shown in Figure 5 represent the different crash locations and the
numbers in the bubbles represent the number of crashes at the respective locations over the last
five years.
Figure 6 depicts the type and severity of crashes that occurred during this five‐year period. There
was a total of 101 crashes during this period. Almost half were rear end collisions. Six crashes
involved pedestrians, two of which were fatal. Figure 7 depicts the location of the two pedestrian
fatalities, which are so close to existing crosswalk protection that jay‐walking is not likely a factor.
The City of Sunny Isles Beach City Commission in conjunction with FDOT held a Commission
Workshop on November 15, 2018 to discuss pedestrian and traffic safety along State Road
A1A/Collins Avenue. FDOT commissioned a safety study along the State Road A1A/Collins Avenue
corridor and provided a report to the City Commission and spoke about the fatalities that have
occurred on State Road A1A/Collins Avenue. A copy of this supplemental information has been
provided in Appendix E.
Nationwide, the fatality rate per 100 million vehicle miles driven enjoyed a long period of gradual
decline, reaching a low point in 2014 at 1.08. It rose in 2015 to 1.15, and again in 2016 to 1.18,
the last year this data is currently available. This is a weak series size to use when claiming a
trend exists. Also, attributing cause and effect to simple correlation is a popular mis‐use of
statistics. That said, smart phone usage is increasing and there is growing attention begin given
to the effect on road safety of the increasing number of users of the transportation system
enthralled by their hand‐held devices. Both the pedestrian fatalities and the percentage of rear‐
end crashes are consistent with distracted driving. Distracted walking is a health risk too.
Appendix E has more detailed crash information for all the crashes.
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Figure 5: Crash Locations
PEDESTRIAN
SIGNAL
EXISTING
TRANSIT STOPS
PINNACLE
CONDOMINIUMS
PROPOSED
PEDESTRIAN
BRIDGE
TRAFFIC STUDY AREA
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Figure 6: Crash Types and Severity
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Pedestrian Park Bridge Feasibility Study
Figure 7: Pedestrian Fatality Locations
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6. INTERSECTION LEVEL OF SERVICE
The turning movement counts taken in late September, 2018 were adjusted to peak season conditions
using the latest available Peak Season Factor for that week published by FDOT. The AM and PM peak
periods were analyzed for the weekday. The AM, Mid‐day and PM peak periods were analyzed for a
normal Saturday. As Tables 3 through 7 indicate, the intersection of Collins Avenue at 174th Street is
achieving acceptable level of service in all analysis periods. The raw turning movement counts are in
Appendix A, the signal timing information is in Appendix B, the Peak Season Factor Category Report is
Appendix C, the Synchro analysis reports are in Appendix F, and the seasonal adjustments to the raw
turning counts are in Appendix G.
Table 3: Collins Avenue at 174th Street – Weekday AM Peak
Table 4: Collins Avenue at 174th Street – Weekday PM Peak
Table 5: Collins Avenue at 174th Street – Weekend AM Peak
APPROACH DELAY (s)
APPROACH LOS
95th %tile Q (feet)
INTERSECTION SIGNAL DELAY
(s/veh)
INTERSECTION LOS
INTERSECTION APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND
N/A
N/A
B
18.1 31.1
C
220 (EBR)
33.9
319 (NBT)
C
700 (SBT)
N/A
C
25.9
APPROACH DELAY (s)
APPROACH LOS
95th %tile Q (feet)
INTERSECTION SIGNAL DELAY
(s/veh)
INTERSECTION LOS
INTERSECTION APPROACH EASTBOUND WESTBOUND NORTHBOUND
46.0 N/A 15.6
20.4
DN/AB C
185 (EBL) N/A 646 (SBT)
SOUTHBOUND
21.9
# 447 (NBL)
C
APPROACH DELAY (s)
APPROACH LOS
95th %tile Q (feet)
INTERSECTION SIGNAL DELAY
(s/veh)
INTERSECTION LOS
N/A 147 (NBT) 285 (SBT)
12.2
B
INTERSECTION APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND
25.3 N/A 6.2 15.6
CN/AA B
136 (EBL)
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Table 6: Collins Avenue at 174th Street – Weekend Mid‐Day Peak
Table 7: Collins Avenue at 174th Street – Weekend PM Peak
The intersection signage currently prohibits making a U‐turn from the northbound left turn lane, though
this maneuver has to be completed somehow by vehicles leaving properties on the east side of Collins
Avenue south of the intersection that wish to go south. Unsurprisingly then, on the weekday, one U‐
turning vehicle was observed in the AM peak hour, and three in the PM peak hour. On the weekend the
volumes were three in the AM peak hour and five in the PM peak hour. Whether allowed or prohibited,
these U‐turns occur during the signal phase that advises east‐west crosswalk pedestrians to stay at the
curb. Allowing these U‐turns would impact the delay for eastbound right turn movements that can
currently occur simultaneously with the northbound left turn movement. A more detailed evaluation of
removing this restriction will occur once more extensive interagency coordination occurs.
7. CONCLUSIONS AND RECOMMENDATIONS
Calvin, Giordano & Associates, Inc was requested by the City of Sunny Isles Beach to perform
traffic data collection in order to analyze State Road A1A/Collins Avenue near the proposed
pedestrian bridge at 174th Street. The traffic analysis included a review of the intersection traffic
operations including a determination of the level of service of the intersection of State Road
A1A/Collins Avenue with 174th Street and a review of the pedestrian volumes crossing State
Road A1A/Collins Avenue in the vicinity of the proposed bridge. A summary of the results of this
study are presented below:
APPROACH DELAY (s)
APPROACH LOS
95th %tile Q (feet)
INTERSECTION SIGNAL DELAY
(s/veh)
INTERSECTION LOS
N/A # 183 (NBL) 401 (SBT)
14.7
B
INTERSECTION APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND
24.6 N/A 9.6 18.2
CN/AA B
126 (EBL)
APPROACH DELAY (s)
APPROACH LOS
95th %tile Q (feet)
INTERSECTION SIGNAL DELAY
(s/veh)
INTERSECTION LOS
N/A 198 (NBT) 385 (SBT)
13.6
B
INTERSECTION APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND
24.6 N/A 8.0 17.8
CN/AA B
124
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The intersection of State Road A1A/Collins Avenue at 174th Street is operating at
acceptable level of service both during the week and on the weekend.
In the area of State Road A1A/Collins Avenue in which the proposed pedestrian
bridge is roughly centered, the City has installed plantings and fencing in the
median to discourage jay walking.
There are already signalized pedestrian crossing protection at the intersection of
174th Street, and at the crosswalk just north of 175th Terrace. The pedestrian
crossing volumes at these locations continue to meet or exceed the thresholds
that would recommend signalized mid‐block pedestrian protection.
Despite the safety features noted above, there have been two pedestrian
fatalities in the vicinity of the signalized crossing locations in the last five years,
indicating that more robust protection is needed.
Appendix A:
trAffic counts
LOCATION:Collins Ave & 174th St PROJECT ID:CITY/STATE:Sunny Isles Beach, FL DATE:
00
0
0
0
0
0
4
4
0
88
0
12
0
56
52
8
0
0
0
0
40
64
Bicycles 16
200 1792 0
Railroad
Stopped Buses
All Vehicles
4
4
0
Left Thru Rgt
Heavy Trucks
4580
124
Pedestrians 204
0
8 0
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRgtUR*U R*Left Thru Rgt U Left Thru Rgt U R*R*
08:30 AM 956 1842
08:45 AM 886 886
31 0 75 0 0 0 0
0 0 0320590
08:00 AM 995 3950
08:15 AM 1113 2955
U R*Left
Hourly
Total
Period Northbound Southbound Eastbound Westbound
Beginning At Left Thru Rgt Thru Rgt URgtU
15-Min Count Collins Ave Collins Ave 174th St 174th St
TotalUR*Left Thru R*Left Thru Rgt R*
5 39 0
1 0
0 0
4 0
20 19 0 8 0
3 30 0
0
0 0
44 0 0 0
29 23 0 3 0
21 0 1
0.0
159 1511 0 3.1 2.6 0.0
2092 1670 1.6 2.6
0 0.89 0 0.0 0.0
377 249 0 0 1.3 1.6 0.0
219 128 0 0 3.7 0.8 0.0 0.0Peak Hour Factor
18-03439-00109/27/2018
1903 1639 Peak-Hour: 08:00 AM - 09:00 AM 1.7 2.4Peak 15-Minute: 08:15 AM - 08:30 AM
60 1843 0 5.0 1.6 0.0
50
47
27
34
448
448
311
304
0
0
1
0
0
0
0
0
0
0
0
0
403
509
489
442
0
0
0
0
10
13
22
15
39 0
25 0
44 1
71 0
0 0 0
0 0 0 0
0
0
0
20364 880 0 0 0156030040
APPENDIX A - TRAFFIC COUNTS
A - 2
National Data & Surveying Services
Intersection Turning Movement Count
Location:Collins Ave & 174th St
City:Sunny Isles Beach Project ID:18-03439-001
Control:Date:
NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
8:00 AM 50 448 0 0 0 403 10 0 39 0 44 1 0 0 0 0 995
8:15 AM 47 448 0 0 0 509 13 0 25 0 71 0 0 0 0 0 1113
8:30 AM 27 311 0 1 0 489 22 0 31 0 75 0 0 0 0 0 956
8:45 AM 34 304 0 0 0 442 15 0 32 0 59 0 0 0 0 0 886
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :158 1511 0 1 0 1843 60 0 127 0 249 1 0 0 0 0 3950
APPROACH %'s :9.46%90.48%0.00%0.06%0.00%96.85%3.15%0.00%33.69%0.00%66.05%0.27%
PEAK HR :08:00 AM 41 41 48 08:15 AM TOTAL
PEAK HR VOL :158 1511 0 1 0 1843 60 0 127 0 249 1 0 0 0 0 3950
PEAK HR FACTOR :0.790 0.843 0.000 0.250 0.000 0.905 0.682 0.000 0.814 0.000 0.830 0.250 0.000 0.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
3:30 PM 52 407 0 0 0 372 21 0 27 0 64 0 0 0 0 0 943
3:45 PM 52 390 0 0 0 440 17 0 21 0 45 0 0 0 0 0 965
4:00 PM 54 474 0 0 0 379 24 0 25 0 58 0 0 0 0 0 1014
4:15 PM 41 433 0 1 0 366 17 0 21 0 50 0 0 0 0 0 929
4:30 PM 34 476 0 1 0 413 16 0 16 0 52 0 0 0 0 0 1008
4:45 PM 35 434 0 1 0 425 20 1 26 0 45 0 0 0 0 0 987
5:00 PM 63 524 0 0 0 458 16 0 16 0 53 1 0 0 0 0 1131
5:15 PM 42 479 0 2 0 430 22 0 29 0 55 0 0 0 0 0 1059
5:30 PM 64 519 0 1 0 413 22 0 17 0 49 0 0 0 0 0 1085
5:45 PM 52 448 0 0 0 483 26 0 25 0 59 0 0 0 0 0 1093
6:00 PM 46 510 0 1 0 442 21 0 26 0 51 0 0 0 0 0 1097
6:15 PM 48 476 0 1 0 460 23 0 17 0 39 0 0 0 0 0 1064
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :583 5570 0 8 0 5081 245 1 266 0 620 1 0 0 0 0 12375
APPROACH %'s :9.46%90.41%0.00%0.13%0.00%95.38%4.60%0.02%29.99%0.00%69.90%0.11%
PEAK HR :05:00 PM 293 287 298 05:00 PM TOTAL
PEAK HR VOL :221 1970 0 3 0 1784 86 0 87 0 216 1 0 0 0 0 4368
PEAK HR FACTOR :0.863 0.940 0.000 0.375 0.000 0.923 0.827 0.000 0.750 0.000 0.915 0.250 0.000 0.000 0.000 0.000
9/27/2018Total
0.9660.905
WESTBOUND
0.887
SOUTHBOUND
0.934 0.918
05:00 PM - 06:00 PM
PM
AM
08:00 AM - 09:00 AM
NORTHBOUND
0.838
SOUTHBOUND
0.911 0.889
EASTBOUND
EASTBOUND
174th St
NORTHBOUND
174th St
WESTBOUND
Collins Ave Collins Ave
APPENDIX A - TRAFFIC COUNTS
A - 3
National Data & Surveying Services
Intersection Turning Movement Count
Location:Collins Ave & 174th St
City:Sunny Isles Beach Project ID:18-03439-001
Control:0 Date:
NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
8:00 AM 47 443 0 0 0 396 10 0 39 0 44 1 0 0 0 0 980
8:15 AM 47 436 0 0 0 502 12 0 25 0 70 0 0 0 0 0 1092
8:30 AM 26 297 0 1 0 483 21 0 31 0 73 0 0 0 0 0 932
8:45 AM 33 296 0 0 0 432 14 0 31 0 58 0 0 0 0 0 864
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :153 1472 0 1 0 1813 57 0 126 0 245 1 0 0 0 0 3868
APPROACH %'s :9.41%90.53%0.00%0.06%0.00%96.95%3.05%0.00%33.87%0.00%65.86%0.27%
PEAK HR :08:00 AM 41 41 48 TOTAL
PEAK HR VOL :153 1472 0 1 0 1813 57 0 126 0 245 1 0 0 0 0 3868
PEAK HR FACTOR :0.81 0.831 0.000 0.250 0.000 0.903 0.679 0.000 0.808 0.000 0.839 0.250 0.000 0.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
3:30 PM 51 399 0 0 0 365 21 0 27 0 63 0 0 0 0 0 926
3:45 PM 51 385 0 0 0 435 17 0 21 0 44 0 0 0 0 0 953
4:00 PM 51 466 0 0 0 370 22 0 25 0 57 0 0 0 0 0 991
4:15 PM 40 424 0 1 0 358 16 0 21 0 42 0 0 0 0 0 902
4:30 PM 33 468 0 1 0 406 16 0 16 0 52 0 0 0 0 0 992
4:45 PM 34 427 0 1 0 420 20 1 25 0 42 0 0 0 0 0 970
5:00 PM 61 518 0 0 0 453 16 0 16 0 53 1 0 0 0 0 1118
5:15 PM 41 474 0 2 0 425 21 0 29 0 53 0 0 0 0 0 1045
5:30 PM 64 511 0 1 0 408 22 0 17 0 49 0 0 0 0 0 1072
5:45 PM 52 444 0 0 0 479 26 0 25 0 59 0 0 0 0 0 1085
6:00 PM 44 507 0 1 0 440 21 0 26 0 50 0 0 0 0 0 1089
6:15 PM 48 471 0 1 0 457 22 0 17 0 37 0 0 0 0 0 1053
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :570 5494 0 8 0 5016 240 1 265 0 601 1 0 0 0 0 12196
APPROACH %'s :9.39%90.48%0.00%0.13%0.00%95.42%4.57%0.02%30.57%0.00%69.32%0.12%
PEAK HR :05:00 PM 293 287 298 TOTAL
PEAK HR VOL :218 1947 0 3 0 1765 85 0 87 0 214 1 0 0 0 0 4320
PEAK HR FACTOR :0.85 0.940 0.000 0.375 0.000 0.921 0.817 0.000 0.750 0.000 0.907 0.250 0.000 0.000 0.000 0.000
9/27/2018
0.9660.936 0.916 0.899
05:00 PM - 06:00 PM
0.8860.830 0.910
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.894
08:00 AM - 09:00 AM
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Cars
Collins Ave Collins Ave 174th St 174th St
APPENDIX A - TRAFFIC COUNTS
A - 4
National Data & Surveying Services
Intersection Turning Movement Count
Location:Collins Ave & 174th St
City:Sunny Isles Beach Project ID:18-03439-001
Control:0 Date:
NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
8:00 AM 3 5 0 0 0 7 0 0 0 0 0 0 0 0 0 0 15
8:15 AM 0 12 0 0 0 7 1 0 0 0 1 0 0 0 0 0 21
8:30 AM 1 14 0 0 0 6 1 0 0 0 2 0 0 0 0 0 24
8:45 AM 1 8 0 0 0 10 1 0 1 0 1 0 0 0 0 0 22
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :5 39 0 0 0 30 3 0 1 0 4 0 0 0 0 0 82
APPROACH %'s :11.36%88.64%0.00%0.00%0.00%90.91%9.09%0.00%20.00%0.00%80.00%0.00%
PEAK HR :08:00 AM 41 41 48 TOTAL
PEAK HR VOL :5 39 0 0 0 30 3 0 1 0 4 0 0 0 0 0 82
PEAK HR FACTOR :0.417 0.696 0.000 0.000 0.000 0.750 0.750 0.000 0.250 0.000 0.500 0.000 0.000 0.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
3:30 PM 1 8 0 0 0 7 0 0 0 0 1 0 0 0 0 0 17
3:45 PM 1 5 0 0 0 5 0 0 0 0 1 0 0 0 0 0 12
4:00 PM 3 8 0 0 0 9 2 0 0 0 1 0 0 0 0 0 23
4:15 PM 1 9 0 0 0 8 1 0 0 0 8 0 0 0 0 0 27
4:30 PM 1 8 0 0 0 7 0 0 0 0 0 0 0 0 0 0 16
4:45 PM 1 7 0 0 0 5 0 0 1 0 3 0 0 0 0 0 17
5:00 PM 2 6 0 0 0 5 0 0 0 0 0 0 0 0 0 0 13
5:15 PM 1 5 0 0 0 5 1 0 0 0 2 0 0 0 0 0 14
5:30 PM 0 8 0 0 0 5 0 0 0 0 0 0 0 0 0 0 13
5:45 PM 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 8
6:00 PM 2 3 0 0 0 2 0 0 0 0 1 0 0 0 0 0 8
6:15 PM 0 5 0 0 0 3 1 0 0 0 2 0 0 0 0 0 11
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :13 76 0 0 0 65 5 0 1 0 19 0 0 0 0 0 179
APPROACH %'s :14.61%85.39%0.00%0.00%0.00%92.86%7.14%0.00%5.00%0.00%95.00%0.00%
PEAK HR :05:00 PM 293 287 298 TOTAL
PEAK HR VOL :3 23 0 0 0 19 1 0 0 0 2 0 0 0 0 0 48
PEAK HR FACTOR :0.38 0.719 0.000 0.000 0.000 0.950 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000
9/27/2018
05:00 PM - 06:00 PM
0.8570.813 0.833 0.250
08:00 AM - 09:00 AM
0.8540.733
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.750 0.625
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
HT
Collins Ave Collins Ave 174th St 174th St
APPENDIX A - TRAFFIC COUNTS
A - 5
National Data & Surveying Services
Intersection Turning Movement Count
Location:Collins Ave & 174th St
City:Sunny Isles Beach Project ID:18-03439-001
Control:0 Date:
NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
8:00 AM 0 2 0 0 0 1 0 0 1 0 0 0 0 0 0 0 4
8:15 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3
8:30 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3
8:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0 8 0 0 0 3 0 0 1 0 0 0 0 0 0 0 12
APPROACH %'s :0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%100.00%0.00%0.00%0.00%
PEAK HR :08:00 AM 41 41 48 TOTAL
PEAK HR VOL :0 8 0 0 0 3 0 0 1 0 0 0 0 0 0 0 12
PEAK HR FACTOR :0.000 1.000 0.000 0.000 0.000 0.750 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
3:30 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
3:45 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
4:00 PM 0 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5
4:15 PM 0 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5
4:30 PM 0 4 0 0 0 4 0 0 0 0 1 0 0 0 0 0 9
4:45 PM 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2
5:00 PM 0 1 0 0 0 4 2 0 0 0 0 0 0 0 0 0 7
5:15 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3
5:30 PM 0 2 0 0 0 1 1 0 0 1 0 0 0 0 0 0 5
5:45 PM 1 2 0 0 0 4 0 0 0 0 0 0 0 0 0 0 7
6:00 PM 0 1 0 0 0 5 0 0 0 0 0 0 0 0 0 0 6
6:15 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 3
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :1 22 0 0 0 25 3 0 2 1 1 0 0 1 0 0 56
APPROACH %'s :4.35%95.65%0.00%0.00%0.00%89.29%10.71%0.00%50.00%25.00%25.00%0.00%0.00%100.00%0.00%0.00%
PEAK HR :05:00 PM 293 287 298 TOTAL
PEAK HR VOL :1 6 0 0 0 11 3 0 0 1 0 0 0 0 0 0 22
PEAK HR FACTOR :0.25 0.750 0.000 0.000 0.000 0.688 0.375 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000
9/27/2018
05:00 PM - 06:00 PM
0.7860.583 0.583 0.250
08:00 AM - 09:00 AM
0.7501.000
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.750 0.250
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Bikes
Collins Ave Collins Ave 174th St 174th St
APPENDIX A - TRAFFIC COUNTS
A - 6
National Data & Surveying Services
Intersection Turning Movement CountLocation:Collins Ave & 174th St Project ID:18-03439-001
City:Sunny Isles Beach Date:9/27/2018
NS/EW Streets:
EB WB EB WB NB SB NB SB TOTAL
8:00 AM 7 9 4 5 0 0 9 1 35
8:15 AM 8 5 4 5 0 0 13 4 39
8:30 AM 4 7 7 6 0 0 7 9 40
8:45 AM 10 2 5 3 0 0 15 7 42
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES :29 23 20 19 0 0 44 21 156
APPROACH %'s :55.77%44.23%51.28%48.72%67.69%32.31%
PEAK HR :08:00 AM 40 40 43 TOTAL
PEAK HR VOL :29 23 20 19 0 0 44 21 156
PEAK HR FACTOR :0.725 0.639 0.714 0.792 0.733 0.583
Headers NEB NWB SEB SWB ENS ESB WNB WSB
EB WB EB WB NB SB NB SB TOTAL
3:30 PM 9 3 7 4 0 0 6 20 49
3:45 PM 7 8 0 6 0 0 10 10 41
4:00 PM 2 4 2 0 0 0 11 15 34
4:15 PM 7 11 5 2 0 0 7 12 44
4:30 PM 15 3 5 1 0 0 14 8 46
4:45 PM 8 1 9 5 0 0 2 18 43
5:00 PM 1 4 2 1 0 0 4 7 19
5:15 PM 3 2 7 0 0 0 4 12 28
5:30 PM 2 5 10 8 0 0 8 14 47
5:45 PM 4 13 11 3 0 0 12 10 53
6:00 PM 5 5 10 6 0 0 10 9 45
6:15 PM 2 7 1 3 0 0 5 13 31
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES :65 66 69 39 0 0 93 148 480
APPROACH %'s :49.62%50.38%63.89%36.11%38.59%61.41%
PEAK HR :05:00 PM 290 284 295 TOTAL
PEAK HR VOL :10 24 30 12 0 0 28 43 147
PEAK HR FACTOR :0.625 0.462 0.682 0.375 0.583 0.768
Pedestrians (Crosswalks)
WEST LEG
08:00 AM - 09:00 AM
174th St
05:00 PM - 06:00 PM
0.6930.500 0.583 0.807
PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
0.9290.813 0.750 0.739
AM NORTH LEG SOUTH LEG EAST LEG
Collins Ave Collins Ave 174th St
APPENDIX A - TRAFFIC COUNTS
A - 7
Prepared by National Data & Surveying Services
ID:18-03439-001 Day:
City:Sunny Isles Beach Date:
AM 60 1843 0 0 AM
NOON 0 0 0 0 NOON
PM 86 1784 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0 0 0 0 0
0 0 0 0
1 0 1 0 0 0 0 0
127 0 87 0 TEV 3950 0 4368 0 0 0 0
0 0 0 0 PHF 0.89 0.97
249 0 216 0 0 0 0 0
AM NOON PM PM NOON AM
PM 3 221 1970 0 PM
NOON 0 0 0 0 NOON
AM 1 158 1511 0 AM
Peak Hour Turning Movement Count
2003
Cars (PM)HT (PM)
Collins Ave & 174th St
Thursday
09/27/2018
CONTROL WESTBOUND08:00 AM - 09:00 AM
Cars (NOON)
Pedestrians (Crosswalks)
HT (NOON)
0 COUNT PERIODSHT (AM)PEAK HOURSCars (AM)
NONE
05:00 PM - 06:00 PM
1638
2057
0
0
174th StEASTBOUNDCollins Ave
2093
0
Collins Ave
SOUTHBOUND
03:30 PM - 06:30 PM
NORTHBOUND
0
0 174th St08:00 AM - 09:00 AM
NONE
219 0 308
NOONAM PM
12 0
0 10 24 0 29 0 23 0 19 20 0 30 0 0
0 0
43 0 21 44 0 28
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0
0
0
4
0
1 33005390N/A
N/A
N/A
N/A
N/A
N/A N/AN/AN/AN/AN/AN/A0
0
0
245
0
126 571813015314720N/A
N/A
N/A
N/A
N/A
N/A N/AN/AN/AN/AN/AN/A0
0
0
214
0
87 8517650218194700
0
0
2
0
0 11903230NOONPMAMNOONAMPMNOONAMPMNOONPMAMAPPENDIX A - TRAFFIC COUNTS
A - 8
LOCATION:Collins Ave & 174th St PROJECT ID:CITY/STATE:Sunny Isles Beach, FL DATE:
0
0
0
0
0
8
0
0
0
0
0
0
88
4
68
16
4
8
8
4
32
72
8
0
0
0
0
20
18-03439-00109/27/2018
1870 2058 Peak-Hour: 05:00 PM - 06:00 PM 1.1 1.1
310 88 0 0 1.3 0.0
Peak 15-Minute: 05:00 PM - 05:15 PM
86 1784 0
0.0 0.0Peak Hour Factor
0 0.97 0 0.0 0.0
0.01.2 1.1
0.0 0.0
224 1970 0 1.3 1.2 0.0
304 216 0 0 0.7 0.9
43 0 0 0
1 0
2000 2194 1.0 1.2
10 24 3 11 0
28 0 0 0
30 12 1 6 0
0 0
0 0
1 19 0
2 0
3 23 0
Hourly
Total
Period Northbound Southbound Eastbound Westbound
R*UBeginning At Left Thru Rgt
15-Min Count Collins Ave Collins Ave 174th St
U R*
174th St
TotalUR*Left Thru RgtRgtUThruRgt
965
27 0 64 0
R*Left Left Thru
3916
04:00 PM
943 3851
03:45 PM
03:30 PM 52 407 0 0
52 390 0 0 21 0 45 0
25 0 58 0 0 0
1008 4185
929 4055
04:30 PM
1014 3938
04:15 PM
54 474
34 476 0 1
0 0
41 433 0 1
16 0 52 0
1131 4368
987 4262
05:00 PM
04:45 PM
63 524 0 0
35 434 0 1 26 0 45 0
0 0 0 0
1085 4339
1059 4334
05:30 PM
05:15 PM
64 519 0 1
42 479 0 2 0 0 0 0 0290550
1097 2161
1093 3254
06:00 PM
05:45 PM
46 510 0 1
52 448 0 0
0 442 21 0 26 0 51 0
1064 106406:15 PM 48 476 0 1 0 460 23 0
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowrates
Stopped Buses
40
Railroad
Bicycles
U R*
72
Pedestrians 228
Heavy Trucks
All Vehicles
Rgt U R*Left ThruThruRgtUR*Left Thru Rgt U
4752
RgtLeftThruR*Left
0 0 0 0104
0 372 21 0
0 440 17 0
0 379 24 0
0 366 17 0
0
0 430 22
0 413 16 0
0 425 20 1
0 413 22 0
0 483 26 0
0 458 16
17 0 39 0
21 0 50 0
17 0 49 0
25 0 59 0
16 0 53 1
0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
256 2096 0 8 0 1932 0 116 0 236 4
APPENDIX A - TRAFFIC COUNTS
A - 9
National Data & Surveying Services
Intersection Turning Movement Count
Location:Collins Ave & 174th St
City:Sunny Isles Beach Project ID:18-03439-001
Control:0 Date:
NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
11:00 AM 34 292 0 1 0 289 13 0 29 0 48 0 0 0 0 0 706
11:15 AM 29 300 0 0 0 250 20 0 20 0 48 0 0 0 0 0 667
11:30 AM 25 269 0 0 0 308 20 0 16 0 33 0 0 0 0 0 671
11:45 AM 33 294 0 2 0 291 20 0 22 0 48 0 0 0 0 0 710
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :121 1155 0 3 0 1138 73 0 87 0 177 0 0 0 0 0 2754
APPROACH %'s :9.46%90.30%0.00%0.23%0.00%93.97%6.03%0.00%32.95%0.00%67.05%0.00%
PEAK HR :11:00 AM 53 53 60 TOTAL
PEAK HR VOL :121 1155 0 3 0 1138 73 0 87 0 177 0 0 0 0 0 2754
PEAK HR FACTOR :0.89 0.963 0.000 0.375 0.000 0.924 0.913 0.000 0.750 0.000 0.922 0.000 0.000 0.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 37 362 0 1 0 392 18 0 21 0 31 0 0 0 0 0 862
2:15 PM 40 310 0 0 0 344 20 0 31 0 47 0 0 0 0 0 792
2:30 PM 36 313 0 0 0 352 16 0 14 0 28 0 0 0 0 0 759
2:45 PM 38 359 0 0 0 373 23 0 13 0 41 1 0 0 0 0 848
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :151 1344 0 1 0 1461 77 0 79 0 147 1 0 0 0 0 3261
APPROACH %'s :10.09%89.84%0.00%0.07%0.00%94.99%5.01%0.00%34.80%0.00%64.76%0.44%
PEAK HR :02:00 PM 173 173 180 TOTAL
PEAK HR VOL :151 1344 0 1 0 1461 77 0 79 0 147 1 0 0 0 0 3261
PEAK HR FACTOR :0.94 0.928 0.000 0.250 0.000 0.932 0.837 0.000 0.637 0.000 0.782 0.250 0.000 0.000 0.000 0.000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 27 351 0 0 0 340 19 0 16 0 34 0 0 0 0 0 787
4:15 PM 38 340 0 0 0 322 16 0 16 0 26 0 0 0 0 0 758
4:30 PM 34 348 0 0 0 376 18 0 14 0 40 0 0 0 0 0 830
4:45 PM 27 396 0 2 0 328 19 0 27 0 46 1 0 0 0 0 846
5:00 PM 30 326 0 1 0 364 20 0 16 0 32 0 0 0 0 0 789
5:15 PM 28 372 0 2 0 352 21 0 20 0 24 0 0 0 0 0 819
5:30 PM 42 393 0 4 0 320 19 0 12 0 34 0 0 0 0 0 824
5:45 PM 35 364 0 1 0 358 13 0 17 0 39 0 0 0 0 0 827
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :261 2890 0 10 0 2760 145 0 138 0 275 1 0 0 0 0 6480
APPROACH %'s :8.26%91.43%0.00%0.32%0.00%95.01%4.99%0.00%33.33%0.00%66.43%0.24%
PEAK HR :04:30 PM 291 289 296 TOTAL
PEAK HR VOL :119 1442 0 5 0 1420 78 0 77 0 142 1 0 0 0 0 3284
PEAK HR FACTOR :0.88 0.910 0.000 0.625 0.000 0.944 0.929 0.000 0.713 0.000 0.772 0.250 0.000 0.000 0.000 0.000
9/29/2018
0.9700.921 0.951 0.743
04:30 PM - 05:30 PM
02:00 PM - 03:00 PM
0.9460.935 0.938 0.728
0.9700.972 0.923
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.857
11:00 AM - 12:00 PM
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Cars
Collins Ave Collins Ave 174th St 174th St
APPENDIX A - TRAFFIC COUNTS
A - 10
Site Code: 18-3439-001
Date: 09/27/2018
09/29/2018
Weather: Sunny
City: Sunny Isles Beach
County: Miami-Dade
Count Times: 08:00 - 09:00
15:30 - 18:30
11:00 - 12:00
14:00 - 15:00
16:00 - 18:00
Control: Signalized
SIGNAL TIMING
PHASES 1 2 3
NL/NT 00:18 00:12 00:19
NT/ST 00:58 01:08 01:14
EL 00:44 00:27 00:41
N/S Street: Collins Ave
Speed: 35 MPH E/W Street: 174th St Speed: 20 MPH APPENDIX A - TRAFFIC COUNTS
A - 11
National Data & Surveying Services
Intersection Turning Movement Count
Location:Collins Ave & 174th St
City:Sunny Isles Beach Project ID:18-03439-001
Control:Date:
NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
11:00 AM 35 302 0 1 0 296 16 0 29 0 50 0 0 0 0 0 729
11:15 AM 30 308 0 0 0 255 21 0 20 0 49 0 0 0 0 0 683
11:30 AM 26 271 0 0 0 312 20 0 16 0 35 0 0 0 0 0 680
11:45 AM 33 300 0 2 0 293 20 0 22 0 48 0 0 0 0 0 718
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :124 1181 0 3 0 1156 77 0 87 0 182 0 0 0 0 0 2810
APPROACH %'s :9.48%90.29%0.00%0.23%0.00%93.76%6.24%0.00%32.34%0.00%67.66%0.00%
PEAK HR :11:00 AM 53 53 60 11:00 AM TOTAL
PEAK HR VOL :124 1181 0 3 0 1156 77 0 87 0 182 0 0 0 0 0 2810
PEAK HR FACTOR :0.886 0.959 0.000 0.375 0.000 0.926 0.917 0.000 0.750 0.000 0.910 0.000 0.000 0.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 38 363 0 1 0 395 18 0 21 0 31 0 0 0 0 0 867
2:15 PM 40 312 0 0 0 349 20 0 31 0 48 0 0 0 0 0 800
2:30 PM 38 317 0 0 0 355 17 0 14 0 29 0 0 0 0 0 770
2:45 PM 38 361 0 0 0 376 24 0 13 0 41 1 0 0 0 0 854
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :154 1353 0 1 0 1475 79 0 79 0 149 1 0 0 0 0 3291
APPROACH %'s :10.21%89.72%0.00%0.07%0.00%94.92%5.08%0.00%34.50%0.00%65.07%0.44%
PEAK HR :02:00 PM 173 173 180 02:00 PM TOTAL
PEAK HR VOL :154 1353 0 1 0 1475 79 0 79 0 149 1 0 0 0 0 3291
PEAK HR FACTOR :0.963 0.932 0.000 0.250 0.000 0.934 0.823 0.000 0.637 0.000 0.776 0.250 0.000 0.000 0.000 0.000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 28 353 0 0 0 343 19 0 16 0 35 0 0 0 0 0 794
4:15 PM 39 342 0 0 0 328 16 0 16 0 26 0 0 0 0 0 767
4:30 PM 34 353 0 0 0 380 18 0 14 0 40 0 0 0 0 0 839
4:45 PM 28 398 0 2 0 330 20 0 27 0 46 1 0 0 0 0 852
5:00 PM 31 327 0 1 0 366 20 0 16 0 34 0 0 0 0 0 795
5:15 PM 28 376 0 2 0 355 22 0 20 0 25 0 0 0 0 0 828
5:30 PM 42 397 0 4 0 322 19 0 13 0 34 0 0 0 0 0 831
5:45 PM 35 367 0 1 0 361 13 0 17 0 39 0 0 0 0 0 833
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :265 2913 0 10 0 2785 147 0 139 0 279 1 0 0 0 0 6539
APPROACH %'s :8.31%91.37%0.00%0.31%0.00%94.99%5.01%0.00%33.17%0.00%66.59%0.24%
PEAK HR :04:30 PM 291 289 296 04:45 PM TOTAL
PEAK HR VOL :121 1454 0 5 0 1431 80 0 77 0 145 1 0 0 0 0 3314
PEAK HR FACTOR :0.890 0.913 0.000 0.625 0.000 0.941 0.909 0.000 0.713 0.000 0.788 0.250 0.000 0.000 0.000 0.000
9/29/2018Total
0.972
0.949
0.753
WESTBOUND
0.964
EASTBOUND SOUTHBOUND
SOUTHBOUND
0.923 0.949
0.941
04:30 PM - 05:30 PM
PM
AM
11:00 AM - 12:00 PM
02:00 PM - 03:00 PM
NORTHBOUND
0.967
NORTHBOUNDNOON
0.938
SOUTHBOUND
WESTBOUND
0.928 0.851
EASTBOUND
0.725
EASTBOUND
174th St
NORTHBOUND
174th St
WESTBOUND
Collins Ave Collins Ave
APPENDIX A - TRAFFIC COUNTS
A - 12
National Data & Surveying Services
Intersection Turning Movement Count
Location:Collins Ave & 174th St
City:Sunny Isles Beach Project ID:18-03439-001
Control:0 Date:
NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
11:00 AM 1 10 0 0 0 7 3 0 0 0 2 0 0 0 0 0 23
11:15 AM 1 8 0 0 0 5 1 0 0 0 1 0 0 0 0 0 16
11:30 AM 1 2 0 0 0 4 0 0 0 0 2 0 0 0 0 0 9
11:45 AM 0 6 0 0 0 2 0 0 0 0 0 0 0 0 0 0 8
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :3 26 0 0 0 18 4 0 0 0 5 0 0 0 0 0 56
APPROACH %'s :10.34%89.66%0.00%0.00%0.00%81.82%18.18%0.00%0.00%0.00%100.00%0.00%
PEAK HR :11:00 AM 53 53 60 TOTAL
PEAK HR VOL :3 26 0 0 0 18 4 0 0 0 5 0 0 0 0 0 56
PEAK HR FACTOR :0.750 0.650 0.000 0.000 0.000 0.643 0.333 0.000 0.000 0.000 0.625 0.000 0.000 0.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 1 1 0 0 0 3 0 0 0 0 0 0 0 0 0 0 5
2:15 PM 0 2 0 0 0 5 0 0 0 0 1 0 0 0 0 0 8
2:30 PM 2 4 0 0 0 3 1 0 0 0 1 0 0 0 0 0 11
2:45 PM 0 2 0 0 0 3 1 0 0 0 0 0 0 0 0 0 6
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :3 9 0 0 0 14 2 0 0 0 2 0 0 0 0 0 30
APPROACH %'s :25.00%75.00%0.00%0.00%0.00%87.50%12.50%0.00%0.00%0.00%100.00%0.00%
PEAK HR :02:00 PM 173 173 180 TOTAL
PEAK HR VOL :3 9 0 0 0 14 2 0 0 0 2 0 0 0 0 0 30
PEAK HR FACTOR :0.38 0.563 0.000 0.000 0.000 0.700 0.500 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 1 2 0 0 0 3 0 0 0 0 1 0 0 0 0 0 7
4:15 PM 1 2 0 0 0 6 0 0 0 0 0 0 0 0 0 0 9
4:30 PM 0 5 0 0 0 4 0 0 0 0 0 0 0 0 0 0 9
4:45 PM 1 2 0 0 0 2 1 0 0 0 0 0 0 0 0 0 6
5:00 PM 1 1 0 0 0 2 0 0 0 0 2 0 0 0 0 0 6
5:15 PM 0 4 0 0 0 3 1 0 0 0 1 0 0 0 0 0 9
5:30 PM 0 4 0 0 0 2 0 0 1 0 0 0 0 0 0 0 7
5:45 PM 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 6
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :4 23 0 0 0 25 2 0 1 0 4 0 0 0 0 0 59
APPROACH %'s :14.81%85.19%0.00%0.00%0.00%92.59%7.41%0.00%20.00%0.00%80.00%0.00%
PEAK HR :04:30 PM 291 289 296 TOTAL
PEAK HR VOL :2 12 0 0 0 11 2 0 0 0 3 0 0 0 0 0 30
PEAK HR FACTOR :0.50 0.600 0.000 0.000 0.000 0.688 0.500 0.000 0.000 0.000 0.375 0.000 0.000 0.000 0.000 0.000
9/29/2018
04:30 PM - 05:30 PM
0.8330.700 0.813 0.375
02:00 PM - 03:00 PM
0.6820.500 0.800 0.500
11:00 AM - 12:00 PM
0.6090.659
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.550 0.625
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
HT
Collins Ave Collins Ave 174th St 174th St
APPENDIX A - TRAFFIC COUNTS
A - 13
National Data & Surveying Services
Intersection Turning Movement Count
Location:Collins Ave & 174th St
City:Sunny Isles Beach Project ID:18-03439-001
Control:0 Date:
NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
11:00 AM 1 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 6
11:15 AM 0 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 3
11:30 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
11:45 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :1 7 0 0 0 5 0 0 1 0 0 0 0 0 0 0 14
APPROACH %'s :12.50%87.50%0.00%0.00%0.00%100.00%0.00%0.00%100.00%0.00%0.00%0.00%
PEAK HR :11:00 AM 53 53 60 TOTAL
PEAK HR VOL :1 7 0 0 0 5 0 0 1 0 0 0 0 0 0 0 14
PEAK HR FACTOR :0.250 0.583 0.000 0.000 0.000 0.625 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
2:00 PM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4
2:15 PM 0 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5
2:30 PM 0 2 0 0 0 3 0 0 1 0 0 0 0 0 0 0 6
2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0 8 0 0 0 6 0 0 1 0 0 0 0 0 0 0 15
APPROACH %'s :0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%100.00%0.00%0.00%0.00%
PEAK HR :02:00 PM 173 173 180 TOTAL
PEAK HR VOL :0 8 0 0 0 6 0 0 1 0 0 0 0 0 0 0 15
PEAK HR FACTOR :0.00 0.500 0.000 0.000 0.000 0.500 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
4:15 PM 0 1 0 0 0 4 0 0 0 0 0 0 0 0 0 0 5
4:30 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
4:45 PM 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2
5:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
5:15 PM 0 3 0 0 0 5 0 2 0 0 0 0 0 0 0 0 10
5:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
5:45 PM 0 5 0 0 0 2 0 0 0 0 0 0 0 0 0 0 7
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0 21 0 0 0 12 0 2 0 0 1 0 0 0 0 0 36
APPROACH %'s :0.00%100.00%0.00%0.00%0.00%85.71%0.00%14.29%0.00%0.00%100.00%0.00%
PEAK HR :04:30 PM 291 289 296 TOTAL
PEAK HR VOL :0 12 0 0 0 5 0 2 0 0 1 0 0 0 0 0 20
PEAK HR FACTOR :0.00 0.750 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000
9/29/2018
04:30 PM - 05:30 PM
0.5000.750 0.250 0.250
02:00 PM - 03:00 PM
0.6250.500 0.500 0.250
11:00 AM - 12:00 PM
0.5830.500
PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.625 0.250
AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Bikes
Collins Ave Collins Ave 174th St 174th St
APPENDIX A - TRAFFIC COUNTS
A - 14
National Data & Surveying Services
Intersection Turning Movement CountLocation:Collins Ave & 174th St Project ID:18-03439-001
City:Sunny Isles Beach Date:9/29/2018
NS/EW Streets:
EB WB EB WB NB SB NB SB TOTAL
11:00 AM 6 7 11 3 0 0 6 12 45
11:15 AM 18 11 9 0 0 0 9 3 50
11:30 AM 3 6 9 6 0 0 10 4 38
11:45 AM 12 10 9 4 0 0 11 9 55
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES :39 34 38 13 0 0 36 28 188
APPROACH %'s :53.42%46.58%74.51%25.49%56.25%43.75%
PEAK HR :11:00 AM 52 52 55 TOTAL
PEAK HR VOL :39 34 38 13 0 0 36 28 188
PEAK HR FACTOR :0.542 0.773 0.864 0.542 0.818 0.583
Headers NEB NWB SEB SWB ENS ESB WNB WSB
EB WB EB WB NB SB NB SB TOTAL
2:00 PM 4 10 3 4 0 0 8 7 36
2:15 PM 12 12 7 5 0 0 9 4 49
2:30 PM 4 2 1 6 0 0 9 6 28
2:45 PM 10 5 0 1 0 0 9 3 28
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES :30 29 11 16 0 0 35 20 141
APPROACH %'s :50.85%49.15%40.74%59.26%63.64%36.36%
PEAK HR :02:00 PM 171 171 174 TOTAL
PEAK HR VOL :30 29 11 16 0 0 35 20 141
PEAK HR FACTOR :0.625 0.604 0.393 0.667 0.972 0.714
EB WB EB WB NB SB NB SB TOTAL
4:00 PM 6 4 0 5 0 0 7 7 29
4:15 PM 16 11 5 5 0 0 10 5 52
4:30 PM 2 12 1 3 0 0 8 8 34
4:45 PM 8 12 10 10 0 0 5 10 55
5:00 PM 5 6 2 1 0 0 7 9 30
5:15 PM 4 9 2 1 0 0 8 8 32
5:30 PM 2 14 4 4 0 0 12 10 46
5:45 PM 10 3 8 6 0 0 4 6 37
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES :53 71 32 35 0 0 61 63 315
APPROACH %'s :42.74%57.26%47.76%52.24%49.19%50.81%
PEAK HR :04:30 PM 288 286 293 TOTAL
PEAK HR VOL :19 39 15 15 0 0 28 35 151
PEAK HR FACTOR :0.594 0.813 0.375 0.375 0.875 0.875
Pedestrians (Crosswalks)
WEST LEG
11:00 AM - 12:00 PM
174th St
04:30 PM - 05:30 PM
02:00 PM - 03:00 PM
0.6860.725 0.375 0.984
PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
0.7190.615 0.563 0.917
NOON NORTH LEG SOUTH LEG EAST LEG WEST LEG
0.8550.629 0.850 0.800
AM NORTH LEG SOUTH LEG EAST LEG
Collins Ave Collins Ave 174th St
APPENDIX A - TRAFFIC COUNTS
A - 15
Prepared by National Data & Surveying Services
ID:18-03439-001 Day:
City:Sunny Isles Beach Date:
AM 77 1156 0 0 AM
NOON 79 1475 0 0 NOON
PM 80 1431 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0 0 0 0 0
0 0 0 0
0 1 1 0 0 0 0 0
87 79 77 0 TEV 2810 3291 3314 0 0 0 0
0 0 0 0 PHF 0.96 0.95 0.97
182 149 145 0 0 0 0 0
AM NOON PM PM NOON AM
PM 5 121 1454 0 PM
NOON 1 154 1353 0 NOON
AM 3 124 1181 0 AM
Peak Hour Turning Movement Count
1581
Cars (PM)HT (PM)
Collins Ave & 174th St
Saturday
09/29/2018
CONTROL WESTBOUND11:00 AM - 12:00 PM
Cars (NOON)
Pedestrians (Crosswalks)
HT (NOON)
0 COUNT PERIODSHT (AM)PEAK HOURSCars (AM)
02:00 PM - 03:00 PM
04:30 PM - 05:30 PM
1268
1531
1432
0
174th StEASTBOUNDCollins Ave
1341
0
Collins Ave
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
0
1625 174th St11:00 AM - 12:00 PM
02:00 PM - 03:00 PM
201 234 202
NOONAM PM
15 0
0 19 39 30 39 29 34 16 13 38 11 15 0 0
0 0
35 20 28 36 35 28
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0
0
0
5
0
0 418032600
0
0
2
0
0 21403900
0
0
177
0
87 7311380121115500
0
0
147
0
79 7714610151134400
0
0
142
0
77 7814200119144200
0
0
3
0
0 21102120NOONPMAMNOONAMPMNOONAMPMNOONPMAMAPPENDIX A - TRAFFIC COUNTS
A - 16
LOCATION:Collins Ave & 174th St PROJECT ID:CITY/STATE:Sunny Isles Beach, FL DATE:
00
0
0
0
0
0
0
4
0
80
0
4
4
40
60
12
0
0
0
0
28
116
Bicycles 28
140 1232 0
Railroad
Stopped Buses
All Vehicles
8
12
0
Left Thru Rgt
Heavy Trucks
3028
92
Pedestrians 256
0
8 0
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRgtUR*U R*Left Thru Rgt U Left Thru Rgt U R*R*
11:30 AM 680 1398
11:45 AM 718 718
16 0 35 0 0 0 0
0 0 0220480
11:00 AM 729 2810
11:15 AM 683 2081
U R*Left
Hourly
Total
Period Northbound Southbound Eastbound Westbound
Beginning At Left Thru Rgt Thru Rgt URgtU
15-Min Count Collins Ave Collins Ave 174th St 174th St
TotalUR*Left Thru R*Left Thru Rgt R*
3 26 0
0 0
0 0
5 0
38 13 1 7 0
4 18 0
0
0 0
36 0 0 0
39 34 0 5 0
28 0 1
0.0
127 1181 0 2.4 2.2 0.0
1338 1308 1.7 2.2
0 0.96 0 0.0 0.0
269 182 0 0 1.9 2.7 0.0
204 87 0 0 3.5 0.0 0.0 0.0Peak Hour Factor
18-03439-00109/29/2018
1233 1268 Peak-Hour: 11:00 AM - 12:00 PM 1.8 2.1Peak 15-Minute: 11:00 AM - 11:15 AM
77 1156 0 5.2 1.6 0.0
35
30
26
33
302
308
271
300
1
0
0
2
0
0
0
0
0
0
0
0
296
255
312
293
0
0
0
0
16
21
20
20
29 0
20 0
0
0
0
50 0
49 0
0 0 0
0 0 0 0
12488 840 0 0 0116020000
APPENDIX A - TRAFFIC COUNTS
A - 17
LOCATION:Collins Ave & 174th St PROJECT ID:CITY/STATE:Sunny Isles Beach, FL DATE:
0
0
0
0
0
0
0
0
60
0
4
012
4
0
0
4
8
0
16
48
16
0
0
0
0
20
18-03439-00109/29/2018
1554 1433 Peak-Hour: 02:00 PM - 03:00 PM 1.0 0.6
0 0 0124019240
0.0 0.0
0.0
155 1353 0 1.9 0.7 0.0
234 80 0 0 2.1 0.0
Peak 15-Minute: 02:00 PM - 02:15 PM
79 1475 0
Peak Hour Factor
0 0.95 0 0.0 0.0
0.02.5 0.9
0.0229149000.9 1.3
20 0 1 0
0 0
1624 1508 1.0 0.8
30 29 0 6 0
35 0 0 0
11 16 0 8 0
0 0
0 0
2 14 0
2 0
3 9 0
Hourly
Total
Period Northbound Southbound Eastbound Westbound
R*UBeginning At Left Thru Rgt
15-Min Count Collins Ave Collins Ave 174th St
U R*
174th St
TotalUR*Left Thru RgtRgtUThruRgt
800
21 0 31 0
R*Left Left Thru
2423
02:30 PM
866 3289
02:15 PM
02:00 PM 38 363 0 1
40 312 0 0 31 0 48 0
14 0 29 0 0 0
853 853
770 1623
02:45 PM
38 317 0 0
38 361 0 0
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowrates
Stopped Buses
32
Railroad
Bicycles
U R*
52
Pedestrians 204
Heavy Trucks
All Vehicles
Rgt U R*Left ThruThruRgtUR*Left Thru Rgt U
3612
RgtLeftThruR*Left
96
0 395 18 0
0 349 20 0
0 355 17 0
0 376 24 0 13 0 41 1
0 0
0 0 0 0
0 0 0 0
0 0 0 0
1580 96 01601452040
APPENDIX A - TRAFFIC COUNTS
A - 18
LOCATION:Collins Ave & 174th St PROJECT ID:CITY/STATE:Sunny Isles Beach, FL DATE:
0
0
0
0
0
8
4
0
0
0
0
0
64
0
80
20
4
0
4
0
20
80
16
0
0
0
0
16
18-03439-00109/29/2018
1511 1532 Peak-Hour: 04:30 PM - 05:30 PM 0.9 0.8
206 78 0 0 2.0 0.0
Peak 15-Minute: 04:45 PM - 05:00 PM
80 1431 0
0.0 0.0Peak Hour Factor
0 0.97 0 0.0 0.0
0.02.5 0.8
0.0 0.0
126 1454 0 1.6 0.8 0.0
223 145 0 0 1.3 2.1
35 0 0 0
0 0
1576 1580 0.9 0.9
19 39 0 5 0
28 0 1 0
15 15 0 12 0
0 0
0 0
2 11 0
3 0
2 12 0
Hourly
Total
Period Northbound Southbound Eastbound Westbound
R*UBeginning At Left Thru Rgt
15-Min Count Collins Ave Collins Ave 174th St
U R*
174th St
TotalUR*Left Thru RgtRgtUThruRgt
767
16 0 35 0
R*Left Left Thru
3253
04:30 PM
794 3252
04:15 PM
04:00 PM 28 353 0 0
39 342 0 0 16 0 26 0
14 0 40 0 0 0
795 3287
852 3306
05:00 PM
839 3314
04:45 PM
34 353
31 327 0 1
0 0
28 398 0 2
16 0 34 0
831 1664
828 2492
05:30 PM
05:15 PM
42 397 0 4
28 376 0 2 20 0 25 0
0 0 0 0
833 83305:45 PM 35 367 0 1 0 0 0 0 0170390
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowrates
Stopped Buses
40
Railroad
Bicycles
U R*
52
Pedestrians 224
Heavy Trucks
All Vehicles
Rgt U R*Left ThruThruRgtUR*Left Thru Rgt U
3640
RgtLeftThruR*Left
0 0 0 088
0 343 19 0
0 328 16 0
0 380 18 0
0 330 20 0
0
0 361 13
0 366 20 0
0 355 22 0
0 322 19
27 0 46 1
13 0 34 0
0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
136 1592 0 8 0 1520 0 108 0 184 4
APPENDIX A - TRAFFIC COUNTS
A - 19
Day:City:Sunny Isles Beach
Date:Project #:FL18_3440_001
NB SB EB WB
27,698 27,502 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 125 103 228 397 387 784 00:15 102 74 176 350 355 70500:30 101 59 160 363 397 76000:45 87 415 63 299 150 714 391 1501 405 1544 796 304501:00 49 48 97 461 412 87301:15 49 39 88 406 374 78001:30 35 29 64 451 353 80401:45 33 166 34 150 67 316 383 1701 417 1556 800 325702:00 33 22 55 403 396 799 02:15 32 33 65 413 384 797 02:30 26 29 55 448 396 844 02:45 17 108 19 103 36 211 498 1762 397 1573 895 333503:00 20 14 34 445 419 864 03:15 22 16 38 449 519 968 03:30 14 23 37 458 452 910 03:45 16 72 18 71 34 143 462 1814 466 1856 928 367004:00 17 21 38 514 442 956 04:15 19 17 36 512 411 923 04:30 24 19 43 498 476 974 04:45 26 86 30 87 56 173 484 2008 469 1798 953 380605:00 36 32 68 592 523 1115 05:15 41 40 81 539 474 1013 05:30 47 72 119 608 487 1095 05:45 84 208 72 216 156 424 484 2223 509 1993 993 421606:00 134 99 233 605 512 1117 06:15 154 198 352 529 474 1003 06:30 146 286 432 523 422 945 06:45 227 661 270 853 497 1514 489 2146 435 1843 924 398907:00 200 273 473 443 399 842 07:15 245 309 554 425 437 862 07:30 256 380 636 409 372 781 07:45 413 1114 431 1393 844 2507 416 1693 388 1596 804 328908:00 538 476 1014 369 348 717 08:15 525 551 1076 366 316 682 08:30 353 578 931 369 324 693 08:45 358 1774 486 2091 844 3865 312 1416 294 1282 606 269809:00 365 403 768 274 307 581 09:15 331 451 782 278 279 557 09:30 342 381 723 246 283 529 09:45 342 1380 404 1639 746 3019 232 1030 233 1102 465 213210:00 330 404 734 235 218 453 10:15 305 351 656 220 219 439 10:30 352 419 771 212 180 392 10:45 339 1326 375 1549 714 2875 243 910 186 803 429 171311:00 377 373 750 219 196 415 11:15 338 360 698 206 175 381 11:30 321 370 691 217 166 383 11:45 325 1361 344 1447 669 2808 181 823 121 658 302 1481
TOTALS 8671 9898 18569 19027 17604 36631
SPLIT %46.7%53.3%33.6%51.9%48.1%66.4%
NB SB EB WB
27,698 27,502 0 0
AM Peak Hour 07:45 08:00 07:45 17:15 17:00 17:15
AM Pk Volume 1829 2091 3865 2236 1993 4218
Pk Hr Factor 0.850 0.904 0.898 0.919 0.953 0.944
7 - 9 Volume 2888 3484 0 0 6372 4231 3791 0 0 8022
7 - 9 Peak Hour 07:45 08:00 07:45 16:45 17:00 17:00
7 - 9 Pk Volume 1829 2091 0 0 3865 2223 1993 0 0 4216
Pk Hr Factor 0.850 0.904 0.000 0.000 0.898 0.914 0.953 0.000 0.000 0.945
VOLUME
Prepared by NDS/ATD
13:1513:3013:45
12:0012:1512:3012:4513:00
16:1516:30
14:0014:1514:30
9/27/2018
14:4515:00
DAILY TOTALS
PM Period
16:4517:0017:15
Thursday
17:3017:45
15:1515:3015:4516:00
18:0018:1518:3018:4519:0019:15
SR A1A/Collins Ave S/O 174th St
21:3021:4522:00
Total
55,200
19:3019:4520:0020:15
DAILY TOTALS
22:1522:3022:4523:0023:1523:30
TOTAL
23:45
TOTALS
Total
55,200
DAILY TOTALS
21:0021:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Day:City:Sunny Isles Beach
Date:Project #:FL18_3440_001
NB SB EB WB
22,313 23,567 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 165 192 357 328 330 658 00:15 148 152 300 382 351 73300:30 160 115 275 349 368 71700:45 118 591 106 565 224 1156 373 1432 436 1485 809 291701:00 95 95 190 368 343 71101:15 83 71 154 328 375 70301:30 95 80 175 394 381 77501:45 57 330 64 310 121 640 344 1434 394 1493 738 292702:00 61 59 120 381 365 746 02:15 59 52 111 373 378 751 02:30 58 53 111 379 383 762 02:45 40 218 41 205 81 423 405 1538 392 1518 797 305603:00 48 40 88 405 394 799 03:15 36 29 65 383 405 788 03:30 34 26 60 357 367 724 03:45 33 151 26 121 59 272 361 1506 375 1541 736 304704:00 37 34 71 378 361 739 04:15 55 38 93 352 398 750 04:30 27 38 65 354 383 737 04:45 45 164 30 140 75 304 357 1441 438 1580 795 302105:00 34 35 69 354 379 733 05:15 41 37 78 355 364 719 05:30 44 56 100 350 426 776 05:45 68 187 54 182 122 369 355 1414 361 1530 716 294406:00 49 73 122 383 395 778 06:15 70 85 155 381 349 730 06:30 78 99 177 355 392 747 06:45 123 320 153 410 276 730 381 1500 336 1472 717 297207:00 110 123 233 343 401 744 07:15 109 137 246 338 373 711 07:30 130 168 298 322 386 708 07:45 172 521 160 588 332 1109 361 1364 327 1487 688 285108:00 150 151 301 294 358 652 08:15 193 185 378 319 305 624 08:30 188 243 431 288 366 654 08:45 234 765 266 845 500 1610 296 1197 310 1339 606 253609:00 206 256 462 296 347 643 09:15 228 292 520 296 275 571 09:30 231 264 495 285 324 609 09:45 249 914 332 1144 581 2058 262 1139 296 1242 558 238110:00 278 315 593 245 285 530 10:15 267 288 555 265 277 542 10:30 294 291 585 208 232 440 10:45 311 1150 310 1204 621 2354 193 911 252 1046 445 195711:00 325 329 654 214 224 438 11:15 340 329 669 209 171 380 11:30 330 322 652 169 193 362 11:45 328 1323 353 1333 681 2656 211 803 199 787 410 1590
TOTALS 6634 7047 13681 15679 16520 32199
SPLIT %48.5%51.5%29.8%48.7%51.3%70.2%
NB SB EB WB
22,313 23,567 0 0
AM Peak Hour 11:45 11:45 11:45 14:30 16:45 14:30
AM Pk Volume 1387 1402 2789 1572 1607 3146
Pk Hr Factor 0.908 0.952 0.951 0.970 0.917 0.984
7 - 9 Volume 1286 1433 0 0 2719 2855 3110 0 0 5965
7 - 9 Peak Hour 08:00 08:00 08:00 16:00 16:45 16:45
7 - 9 Pk Volume 765 845 0 0 1610 1441 1607 0 0 3023
Pk Hr Factor 0.817 0.794 0.000 0.000 0.805 0.953 0.917 0.000 0.000 0.951
Pk Hr Factor
4 - 6 Volume
4 - 6 Peak Hour
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
DAILY TOTALS Total
45,880
PM Peak Hour
PM Pk Volume
23:0023:1523:3023:45
TOTALS
SPLIT %
21:3021:4522:0022:1522:3022:45
20:0020:1520:3020:4521:0021:15
18:3018:4519:0019:1519:3019:45
17:0017:1517:3017:4518:0018:15
15:3015:4516:0016:1516:3016:45
14:0014:1514:3014:4515:0015:15
12:3012:4513:0013:1513:3013:45
TOTAL PM Period TOTAL
12:0012:15
Prepared by NDS/ATD
VOLUME
SR A1A/Collins Ave S/O 174th St
Saturday
9/29/2018
DAILY TOTALS Total
45,880
Project #:FL18_3440_001 City:Sunny Isles Beach
Location:Date:9/27/2018SR A1A/Collins Ave S/O 174th St
Prepared by NDS/ATD
0
500
1000
1500
2000
2500
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB
Project #:FL18_3440_001 City:Sunny Isles Beach
Location:Date:9/29/2018
Prepared by NDS/ATD
SR A1A/Collins Ave S/O 174th St
0
200
400
600
800
1000
1200
1400
1600
1800
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB
Appendix b:
SignAl timingS
Print Date:
5/22/2018 1:53 PM
Print Time:
TOD Schedule Report
for 3881: Collins Av&174 St
IntersectionAsset
PH 1 PH 8PH 7PH 6PH 5PH 4PH 2 PH 3
0 0 0 0 0 0 0 0
NBL SBT ---NBT -EBT
Splits
3881 Collins Av&174 St DOW-3 N/A 0 0 0 Max 0N/A
Active
Maximum
Active
PhaseBank
TOD
SettingOffsetCyclePlan #Op Mode
TOD
Schedule
RedYellowMax 2Max LimitMin InitialDon't WalkWalkPhase
Phase Bank
1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3
Veh Ext
1 0 0 5 4 205----0--500 24 18--211010--10333--
2 7 20 7 4 2207----20--777 0 0--04040--40111--
3 0 0 0 0 000----0--000 0 0--000--0000--
4 0 0 0 0 000----0--000 0 0--000--0000--
5 0 0 0 0 000----0--000 0 0--000--0000--
6 0 0 7 4 207----0--700 0 0--04040--40111--
7 0 0 0 0 000----0--000 0 0--000--0000--
8 7 24 7 4 2247----24--777 31 31--312525--252.5 2.5 2.5--
unknownLast In Service Date:
Permitted Phases
12345678
12---6-8Default
External Permit 0
External Permit 1
External Permit 2
--------
-2---6-8
-2---6-8
Phase Bank 1Active Phase Bank:
NBL
SBT
-
-
-
NBT
-
EBT
Page 1 of 2
APPENDIX B - SIGNAL TIMINGS
B - 2
Print Date:
5/22/2018 1:53 PM
Print Time:
TOD Schedule Report
for 3881: Collins Av&174 St
Cycle
Current
TOD Schedule
Plan Ring Offset Offset
Green Time
120 12 71 0 0 0 89 0 19 0 831
120 14 70 0 0 0 90 0 18 0 712
130 17 86 0 0 0 109 0 9 0 283
120 11 72 0 0 0 89 0 19 0 434
90 9 50 0 0 0 65 0 13 0 176
120 7 65 0 0 0 78 0 30 0 1097
110 8 54 0 0 0 68 0 30 0 888
120 11 61 0 0 0 78 0 30 0 429
110 8 54 0 0 0 68 0 30 0 8810
110 8 54 0 0 0 68 0 30 0 8811
165 23 105 0 0 0 134 0 19 0 8212
DOWPlanTime
Local TOD Schedule
6 Su M T ThW S0000F
Flash Su M T ThW0100
Flash S0200F
1 M T ThW0600 F
6 Su S0630
2 M T ThW1000 F
2 S1000
2 Su1100
12 M T ThW1600 F
4 Su S1700
4 M T ThW2000 F
6 Su M T ThW S2200F
1 2 3 4 5 6 7 8
NBL SBT ----EBTNBT
Day of WeekSettings *FunctionTime
Local Time of Day Function
TOD OUTPUTS --------SuM T W ThF S0000
Day of WeekSettings *FunctionTime
Current Time of Day Function
0000 TOD OUTPUTS --------SuM T W ThF S
7 - X-PED OMIT
6 - EXTERNAL PERMIT 2
5 - EXTERNAL PERMIT 1
4 - Phase Bank 3, Max 2
3 - Phase Bank 3, Max 1
2 - Phase Bank 2, Max 2
1 - Phase Bank 2, Max 1
Blank - Plan - Phase Bank 1, Max 2
Blank - FREE - Phase Bank 1, Max 1
* Settings
8 - TBA
No Calendar Defined/Enabled
Page 2 of 2
APPENDIX B - SIGNAL TIMINGS
B - 3
APPENDIX B - SIGNAL TIMINGS
B - 4
APPENDIX B - SIGNAL TIMINGS
B - 5
Appendix c:
peAk seAson fActor cAtegory
2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL
CATEGORY: 8700 MIAMI-DADE NORTH
MOCF: 0.96
WEEK DATES SF PSCF
================================================================================
1 01/01/2017 - 01/07/2017 1.07 1.11
2 01/08/2017 - 01/14/2017 1.04 1.08
3 01/15/2017 - 01/21/2017 1.01 1.05
4 01/22/2017 - 01/28/2017 1.00 1.04
5 01/29/2017 - 02/04/2017 0.99 1.03
6 02/05/2017 - 02/11/2017 0.98 1.02
7 02/12/2017 - 02/18/2017 0.97 1.01
* 8 02/19/2017 - 02/25/2017 0.97 1.01
* 9 02/26/2017 - 03/04/2017 0.96 1.00
*10 03/05/2017 - 03/11/2017 0.95 0.99
*11 03/12/2017 - 03/18/2017 0.95 0.99
*12 03/19/2017 - 03/25/2017 0.95 0.99
*13 03/26/2017 - 04/01/2017 0.96 1.00
*14 04/02/2017 - 04/08/2017 0.96 1.00
*15 04/09/2017 - 04/15/2017 0.97 1.01
*16 04/16/2017 - 04/22/2017 0.97 1.01
*17 04/23/2017 - 04/29/2017 0.97 1.01
*18 04/30/2017 - 05/06/2017 0.97 1.01
*19 05/07/2017 - 05/13/2017 0.97 1.01
*20 05/14/2017 - 05/20/2017 0.97 1.01
21 05/21/2017 - 05/27/2017 0.98 1.02
22 05/28/2017 - 06/03/2017 0.98 1.02
23 06/04/2017 - 06/10/2017 0.99 1.03
24 06/11/2017 - 06/17/2017 0.99 1.03
25 06/18/2017 - 06/24/2017 1.00 1.04
26 06/25/2017 - 07/01/2017 1.00 1.04
27 07/02/2017 - 07/08/2017 1.01 1.05
28 07/09/2017 - 07/15/2017 1.01 1.05
29 07/16/2017 - 07/22/2017 1.01 1.05
30 07/23/2017 - 07/29/2017 1.01 1.05
31 07/30/2017 - 08/05/2017 1.00 1.04
32 08/06/2017 - 08/12/2017 1.00 1.04
33 08/13/2017 - 08/19/2017 1.00 1.04
34 08/20/2017 - 08/26/2017 1.04 1.08
35 08/27/2017 - 09/02/2017 1.07 1.11
36 09/03/2017 - 09/09/2017 1.11 1.16
37 09/10/2017 - 09/16/2017 1.14 1.19
38 09/17/2017 - 09/23/2017 1.12 1.17
39 09/24/2017 - 09/30/2017 1.10 1.15
40 10/01/2017 - 10/07/2017 1.08 1.13
41 10/08/2017 - 10/14/2017 1.06 1.10
42 10/15/2017 - 10/21/2017 1.04 1.08
43 10/22/2017 - 10/28/2017 1.05 1.09
44 10/29/2017 - 11/04/2017 1.06 1.10
45 11/05/2017 - 11/11/2017 1.07 1.11
46 11/12/2017 - 11/18/2017 1.07 1.11
47 11/19/2017 - 11/25/2017 1.07 1.11
48 11/26/2017 - 12/02/2017 1.07 1.11
49 12/03/2017 - 12/09/2017 1.07 1.11
50 12/10/2017 - 12/16/2017 1.07 1.11
51 12/17/2017 - 12/23/2017 1.05 1.09
52 12/24/2017 - 12/30/2017 1.03 1.07
53 12/31/2017 - 12/31/2017 1.01 1.05
* PEAK SEASON
02-MAR-2018 15:35:06 830UPD 6_8700_PKSEASON.TXT
APPENDIX C - PEAK SEASON FACTOR CATEGORY
C- 2
Appendix d:
pedestriAn counts
Location:SR A1A/Collins A Date:09/27/2018
City:Sunny Isles Beac Day:Thursday
EB WB TOTAL
6:00 AM 0 0 0
6:15 AM 0 0 0
6:30 AM 0 0 0
6:45 AM 1 2 3
7:00 AM 1 2 3
7:15 AM 1 0 1
7:30 AM 2 1 3
7:45 AM 2 0 2
8:00 AM 0 1 1
8:15 AM 0 3 3
8:30 AM 1 3 4
8:45 AM 5 5 10
Totals 13 17 30
10:00 AM 0 0 0
10:15 AM 1 4 5
10:30 AM 0 2 2
10:45 AM 0 0 0
11:00 AM 4 1 5
11:15 AM 4 1 5
11:30 AM 0 4 4
11:45 AM 5 2 7
Totals 14 14 28
2:00 PM 4 0 4
2:15 PM 2 3 5
2:30 PM 2 1 3
2:45 PM 4 1 5
3:00 PM 0 0 0
3:15 PM 2 2 4
3:30 PM 0 4 4
3:45 PM 3 6 9
Totals 17 17 34
5:00 PM 1 3 4
5:15 PM 2 3 5
5:30 PM 3 0 3
5:45 PM 3 3 6
Totals 9 9 18
Grand Total 53 57 110
Prepared by National Data & Surveying Services
Pedestrian Study
Pedestrian CountTIME
APPENDIX D - PEDESTRIAN COUNTS
D - 2
Location:SR A1A/Collins A Date:09/29/2018
City:Sunny Isles Beac Day:Saturday
EB WB TOTAL
6:00 AM 0 0 0
6:15 AM 4 2 6
6:30 AM 0 0 0
6:45 AM 0 1 1
Totals 4 3 7
9:00 AM 0 1 1
9:15 AM 0 7 7
9:30 AM 4 1 5
9:45 AM 1 3 4
Totals 5 12 17
12:00 PM 2 9 11
12:15 PM 2 3 5
12:30 PM 2 0 2
12:45 PM 6 2 8
1:00 PM 1 2 3
1:15 PM 2 2 4
1:30 PM 10 2 12
1:45 PM 0 5 5
2:00 PM 0 3 3
2:15 PM 1 1 2
2:30 PM 8 4 12
2:45 PM 1 1 2
3:00 PM 3 3 6
3:15 PM 4 5 9
3:30 PM 0 2 2
3:45 PM 0 3 3
4:00 PM 1 3 4
4:15 PM 3 2 5
4:30 PM 3 5 8
4:45 PM 6 0 6
Totals 55 57 112
6:00 PM 8 3 11
6:15 PM 1 9 10
6:30 PM 7 3 10
6:45 PM 10 9 19
Totals 26 24 50
Grand Total 90 96 186
TIME
Prepared by National Data & Surveying Services
Pedestrian Study
Pedestrian Count
APPENDIX D - PEDESTRIAN COUNTS
D - 3
Location:SR A1A/Collins A Date:09/29/2018
City:Sunny Isles Beac Day:Saturday
EB WB TOTAL
6:00 AM 0 0 0
6:15 AM 0 0 0
6:30 AM 0 0 0
6:45 AM 0 0 0
Totals 0 0 0
9:00 AM 0 0 0
9:15 AM 0 0 0
9:30 AM 0 0 0
9:45 AM 0 0 0
Totals 0 0 0
12:00 PM 0 0 0
12:15 PM 0 0 0
12:30 PM 0 0 0
12:45 PM 0 0 0
1:00 PM 0 0 0
1:15 PM 0 0 0
1:30 PM 0 0 0
1:45 PM 0 0 0
2:00 PM 0 0 0
2:15 PM 0 0 0
2:30 PM 0 0 0
2:45 PM 0 0 0
3:00 PM 0 0 0
3:15 PM 0 0 0
3:30 PM 0 0 0
3:45 PM 0 0 0
4:00 PM 0 0 0
4:15 PM 0 0 0
4:30 PM 0 0 0
4:45 PM 0 0 0
Totals 0 0 0
6:00 PM 0 0 0
6:15 PM 0 0 0
6:30 PM 0 0 0
6:45 PM 0 1 1
Totals 0 1 1
Grand Total 0 1 1
TIME
Prepared by National Data & Surveying Services
Pedestrian Study
Pedestrian Count
APPENDIX D - PEDESTRIAN COUNTS
D - 4
Location:SR A1A/Collins A Date:09/27/2018
City:Sunny Isles Beac Day:Thursday
EB WB TOTAL
6:00 AM 0 0 0
6:15 AM 0 0 0
6:30 AM 0 0 0
6:45 AM 0 0 0
7:00 AM 0 0 0
7:15 AM 0 0 0
7:30 AM 0 0 0
7:45 AM 0 0 0
8:00 AM 0 0 0
8:15 AM 0 0 0
8:30 AM 0 0 0
8:45 AM 0 0 0
Totals 0 0 0
10:00 AM 0 0 0
10:15 AM 0 0 0
10:30 AM 0 0 0
10:45 AM 0 0 0
11:00 AM 0 0 0
11:15 AM 0 0 0
11:30 AM 0 0 0
11:45 AM 0 0 0
Totals 0 0 0
2:00 PM 0 0 0
2:15 PM 0 0 0
2:30 PM 0 0 0
2:45 PM 0 0 0
3:00 PM 0 0 0
3:15 PM 0 0 0
3:30 PM 0 0 0
3:45 PM 0 0 0
Totals 0 0 0
5:00 PM 0 0 0
5:15 PM 0 0 0
5:30 PM 0 0 0
5:45 PM 0 0 0
Totals 0 0 0
Grand Total 0 0 0
Prepared by National Data & Surveying Services
Pedestrian Study
Pedestrian CountTIME
APPENDIX D - PEDESTRIAN COUNTS
D - 5
Appendix e:
5-yeAr CrAsh AnAlysis
TRAFFIC STUDY AREA
PEDESTRIAN SIGNAL
EXISTING TRANSIT
STOPS
PINNACLE CONDOMINIUMS
PROPOSED
PEDESTRIAN BRIDGE
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 2
PINNACLE CONDOMINIUMS CRASH INFO:
HSMV Report # 87585050
Crash Date: 01/10/2018
Crash Time: 11:54 AM
City: Sunny Isles
County: Miami-Dade
Crash Type: Pedestrian
Vehicle Count: 1
Non-motorist Count: 1
Fatality Count: 1
Total Damage: $100
Weather Condition: Cloudy
Light Condition: Daylight CRASH INFO:
HSMV Report # 87585366
Crash Date: 07/01/2018
Crash Time: 8:00 PM
City: Sunny Isles
County: Miami-Dade
Crash Type: Pedestrian
Vehicle Count: 1
Non-motorist Count: 4
Fatality Count: 1
Injury County: 4
Total Damage: $6000
Weather Condition: Clear
Light Condition: Dusk
FATALITY LOCATION
BUS STOP
PINNACLE CONDOMINIUS
TRAFFIC STUDY AREA
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 3
TOTAL No. INCIDENTS = 101 CRASHES
Source: Signal Four Analytics (October 2018)
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 4
Source: Signal Four Analytics (October 2018)
FATAL
2%
POSSIBLE
INJURY
13%
NO INJURY
78%
INCAPACITATING
INJURY
7%
CRASH SEVERITY
DRY
89%
WET
11%
ROAD SURFACE CONDITION
CLEAR
76%
RAIN
6%
CLOUDY
18%
WEATHER CONDITION
DAYLIGHT
80%
DARK-LIGHTED
18%
DUSK
2%
LIGHT CONDITION
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 5
CRASH SUMMARY REPORT
HSMV
Report
Number
Crash Date Crash Time City Crash Street Crash Type Vehicles
Non
Motorists Fatalities Injuries
Alcohol
Related
Distraction
Related
Drug
Related
Estimated
Damages
Weather
Condition
Light
Condition
Crash Type
Detailed
Crash
Severity
Manner of
Collision
First Harmful
Event
Type of
Shoulder
Road Surf
Cond
84020277 10/18/2013 1:30 AM
Sunny Isles
Beach
STATE
ROAD A1A
COLLINS
AVENUE
Rear End 2 0 0 0 N N N $2,000 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
84020282 10/23/2013 8:20 AM
Sunny Isles
Beach
STATE
ROAD A1A Other 2 0 0 0 N N N $1,500 Clear Daylight Other
Property
Damage
Only
Angle Motor Vehicle
in Transport Paved Wet
84020293 10/31/2013 7:56 AM
Sunny Isles
Beach SR A1A Rear End 2 0 0 0 N N N $850 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020298 11/2/2013 8:56 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 2 0 0 1 N Y N $5,900 Cloudy
Dark -
Lighted Rear End Injury
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020305 11/4/2013 7:05 AM
Sunny Isles
Beach 175 TER Left Turn 2 0 0 0 N N N $5,500 Cloudy
Dark -
Lighted
Left
Entering
Property
Damage
Only
Angle Motor Vehicle
in Transport Curb Dry
84020312 11/11/2013 1:50 PM
Sunny Isles
Beach
175TH
TERRACE Pedestrian 1 1 0 1 N N N $0 Clear Daylight Pedestrian Injury Angle Pedestrian Curb Dry
84020324 11/18/2013 5:40 PM
Sunny Isles
Beach
SR A1A
COLLINS
AVE
Rear End 3 0 0 0 N N N $4,500 Clear
Dark -
Lighted Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020334 11/26/2013 12:30 PM
Sunny Isles
Beach
STATE
ROAD A1A Angle 2 0 0 0 N N N $4,000 Cloudy Daylight Right Angle
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
84020336 11/27/2013 7:50 AM
Sunny Isles
Beach
STATE
ROAD A1A Left Turn 2 0 0 1 N N N $5,000 Rain Daylight
Left
Entering Injury Angle
Motor Vehicle
in Transport Paved Wet
82504435 12/2/2013 3:00 PM
Sunny Isles
Beach SR A1A Rear End 2 0 0 0 N N N $500 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020347 12/2/2013 6:00 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 2 0 0 0 N N N $1,850 Cloudy
Dark -
Lighted Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020376 12/15/2013 5:36 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 2 0 0 0 N N N $4,000 Clear Dusk Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
Source: Signal Four Analytics (October 2018)
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 6
CRASH SUMMARY REPORT
HSMV
Report
Number
Crash Date Crash Time City Crash Street Crash Type Vehicles
Non
Motorists Fatalities Injuries
Alcohol
Related
Distraction
Related
Drug
Related
Estimated
Damages
Weather
Condition
Light
Condition
Crash Type
Detailed
Crash
Severity
Manner of
Collision
First Harmful
Event
Type of
Shoulder
Road Surf
Cond
84020382 12/21/2013 8:35 AM
Sunny Isles
Beach
STATE RD
A1A Rear End 2 0 0 0 N N N $11,000 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
84020390 12/29/2013 3:00 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 2 0 0 1 N N N $1,000 Clear Daylight Rear End Injury
Front to
Rear
Motor Vehicle
in Transport Paved Dry
84020391 12/29/2013 7:30 PM
Sunny Isles
Beach SR A1A Rear End 2 0 0 1 N N N $1,000 Cloudy
Dark -
Lighted Rear End Injury
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020392 12/31/2013 1:28 PM
Sunny Isles
Beach
COLLINS
AVE Off Road 1 0 0 0 N N N $0 Cloudy Daylight Off Road
Property
Damage
Only
Other
Other Post,
Pole or
Support
Curb Dry
84020395 1/2/2014 12:56 PM
Sunny Isles
Beach
STATE RD
A1A Rear End 3 0 0 0 N N N $4,000 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
84020407 1/8/2014 2:35 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 2 0 0 0 N N N $1,300 Rain Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Wet
84020420 1/15/2014 7:15 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 3 0 0 0 N N N $1,600 Cloudy
Dark -
Lighted Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020423 1/17/2014 3:10 PM
Sunny Isles
Beach
STATE RD
A1A Rear End 2 0 0 2 N N N $1 Clear Daylight Rear End Injury
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020451 1/22/2014 9:40 AM
Sunny Isles
Beach
STATE
ROAD A1A
IE COLLINS
AVENUE
Rear End 2 0 0 0 N N N $2,200 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020434 1/22/2014 10:35 AM
Sunny Isles
Beach SR A1A Rear End 2 0 0 0 N Y N $2,500 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
84020436 1/24/2014 1:14 AM
Sunny Isles
Beach
COLLINS
AVE Right Turn 2 0 0 0 N Y N $2,000 Clear
Dark -
Lighted
Right/Throu
gh
Property
Damage
Only
Angle Motor Vehicle
in Transport Unpaved Dry
84020456 2/4/2014 8:20 AM
Sunny Isles
Beach
172ND
STREET Bicycle 1 0 0 0 N N N $0 Clear Daylight Bicycle
Property
Damage
Only
Other Pedalcycle Paved Dry
Source: Signal Four Analytics (October 2018)
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 7
CRASH SUMMARY REPORT
HSMV
Report
Number
Crash Date Crash Time City Crash Street Crash Type Vehicles
Non
Motorists Fatalities Injuries
Alcohol
Related
Distraction
Related
Drug
Related
Estimated
Damages
Weather
Condition
Light
Condition
Crash Type
Detailed
Crash
Severity
Manner of
Collision
First Harmful
Event
Type of
Shoulder
Road Surf
Cond
84020455 2/5/2014 2:00 PM
Sunny Isles
Beach
STATE
ROAD A1A Head On 2 0 0 0 N N N $3,600 Clear Daylight Head On
Property
Damage
Only
Front to
Front
Motor Vehicle
in Transport Curb Dry
84020468 2/13/2014 5:00 PM
Sunny Isles
Beach
STATEROAD
A1A
COLLINS
AVENUE
Sideswipe 2 0 0 0 N N N $1,600 Cloudy Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
82504451 2/17/2014 3:40 PM
Sunny Isles
Beach
STATE
ROAD A1A1
COLLINS
AVENUE
Angle 2 0 0 0 N N N $150 Clear Daylight Right Angle
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
84020484 2/19/2014 8:10 PM
Sunny Isles
Beach
STATE RD
A1A Rear End 2 0 0 0 N N N $1,200 Clear
Dark -
Lighted Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
84020492 2/25/2014 8:31 AM
Sunny Isles
Beach
174TH
STREET Bicycle 1 1 0 1 N N N $250 Clear Daylight Bicycle Injury Other Pedalcycle Paved Dry
84020497 2/27/2014 7:18 AM
Sunny Isles
Beach
STATE RD
A1A Rear End 2 0 0 0 N N N $1,150 Cloudy Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Wet
82504455 3/3/2014 1:30 PM
Sunny Isles
Beach
174TH
STREET Left Turn 2 0 0 0 N N N $3,000 Clear Daylight Left Rear
Property
Damage
Only
Angle Motor Vehicle
in Transport Curb Dry
84020523 3/17/2014 5:57 PM
Sunny Isles
Beach
STATE
ROAD A1A Sideswipe 2 0 0 0 N N N $2,500 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Paved Dry
84020529 3/19/2014 9:00 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 3 0 0 1 N N N $5,500 Clear
Dark -
Lighted Rear End Injury
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020535 3/22/2014 4:00 PM
Sunny Isles
Beach
STATE
ROAD A1A
COLLINS
AVE
Rear End 3 0 0 0 N N N $1,500 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
82504465 3/31/2014 9:50 AM
Sunny Isles
Beach
SR A1A
COLLINS Sideswipe 2 0 0 0 N N N $9,000 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
84020548 4/1/2014 10:15 PM
Sunny Isles
Beach
STATE RD
A1A Unknown 2 0 0 0 N N N $8,500 Cloudy
Dark -
Lighted Unknown
Property
Damage
Only
Angle Motor Vehicle
in Transport Curb Dry
Source: Signal Four Analytics (October 2018)
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 8
CRASH SUMMARY REPORT
HSMV
Report
Number
Crash Date Crash Time City Crash Street Crash Type Vehicles
Non
Motorists Fatalities Injuries
Alcohol
Related
Distraction
Related
Drug
Related
Estimated
Damages
Weather
Condition
Light
Condition
Crash Type
Detailed
Crash
Severity
Manner of
Collision
First Harmful
Event
Type of
Shoulder
Road Surf
Cond
84020565 4/4/2014 10:33 AM
Sunny Isles
Beach 175TH TER Angle 2 0 0 0 N N N $3,200 Clear Daylight Right Angle
Property
Damage
Only
Angle Motor Vehicle
in Transport Curb Dry
84020557 4/5/2014 2:00 PM
Sunny Isles
Beach
STATEROAD
A1A
COLLINS
AVENUE
Sideswipe 2 0 0 0 N N N $4,350 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
84020559 4/5/2014 8:45 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 2 0 0 0 N N N $700 Cloudy
Dark -
Lighted Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020594 4/25/2014 8:21 PM
Sunny Isles
Beach
STATE
ROAD A1A Left Turn 2 0 0 1 N N N $4,500 Cloudy
Dark -
Lighted Left Rear Injury Angle
Motor Vehicle
in Transport Curb Wet
84020592 4/25/2014 5:27 PM
Sunny Isles
Beach
STATE
ROAD A1A Sideswipe 2 0 0 0 N N N $1,500 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
84020601 4/29/2014 5:00 PM
Sunny Isles
Beach
SR A1A
COLLINS
AVE
Rear End 2 0 0 1 N N N $3,000 Clear Daylight Rear End Injury
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020619 5/5/2014 3:10 PM
Sunny Isles
Beach
STATEE RD
A1A Rear End 2 0 0 0 N N N $16,500 Clear Daylight Rear End
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Paved Dry
84020621 5/6/2014 1:15 PM
Sunny Isles
Beach
COLLINS
AVENUE Off Road 1 0 0 0 N N N $1,500 Clear Daylight Off Road
Property
Damage
Only
Other
Other Post,
Pole or
Support
Curb Dry
84020626 5/8/2014 1:56 PM
Sunny Isles
Beach
STATE
ROAD A1A
COLLINS
AVENUE
Right Turn 2 0 0 0 N N N $2,750 Clear Daylight
Right/Throu
gh
Property
Damage
Only
Angle Motor Vehicle
in Transport Curb Dry
84020640 5/16/2014 10:55 AM
Sunny Isles
Beach
STATE RD
A1A
COLLINS
AVE
Sideswipe 2 0 0 0 N N N $4,050 Cloudy Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
84020641 5/16/2014 4:35 PM
Sunny Isles
Beach
STATE
ROAD A1A
COLLINS
AVENUE
Rear End 2 0 0 0 N N N $500 Cloudy Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
Source: Signal Four Analytics (October 2018)
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 9
CRASH SUMMARY REPORT
HSMV
Report
Number
Crash Date Crash Time City Crash Street Crash Type Vehicles
Non
Motorists Fatalities Injuries
Alcohol
Related
Distraction
Related
Drug
Related
Estimated
Damages
Weather
Condition
Light
Condition
Crash Type
Detailed
Crash
Severity
Manner of
Collision
First Harmful
Event
Type of
Shoulder
Road Surf
Cond
84020639 5/16/2014 10:34 AM
Sunny Isles
Beach
STATE
ROAD A1A
COLLINS
AVENUE
Rear End 2 0 0 0 N Y N $1,000 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020690 6/16/2014 3:50 PM
Sunny Isles
Beach
STATE
ROAD A1A
COLLINS
AVENUE
Rear End 2 0 0 0 N N N $1,000 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020691 6/17/2014 9:55 AM
Sunny Isles
Beach
STATE
ROAD A1A Left Turn 2 0 0 0 N N N $5,000 Cloudy Daylight Left Rear
Property
Damage
Only
Angle Motor Vehicle
in Transport Curb Wet
84020719 7/2/2014 9:46 PM
Sunny Isles
Beach
STATE
ROAD A1A
COLLINS
AVENUE
Rear End 2 0 0 0 N Y N $200 Rain
Dark -
Lighted Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Wet
82504483 7/7/2014 1:45 PM
Sunny Isles
Beach
STATE
ROAD A1A Pedestrian 1 1 0 1 N N N $100 Clear Daylight Pedestrian Injury Angle Pedestrian Curb Dry
84020729 7/7/2014 5:50 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 2 0 0 0 N N N $50 Cloudy Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020728 7/7/2014 3:20 PM
Sunny Isles
Beach
STATE
ROAD A1A
COLLINS
AVENUE
Rear End 2 0 0 0 N N N $800 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020734 7/9/2014 6:35 PM
Sunny Isles
Beach
STATE
ROAD A1A
COLLINS
AVEUE
Rear End 2 0 0 0 N Y N $2,000 Rain Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Wet
84020810 8/22/2014 5:35 PM
Sunny Isles
Beach 174TH ST Rear End 3 0 0 0 N N Y $2,500 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
84020836 9/5/2014 2:06 PM
Sunny Isles
Beach
STATE
ROAD A1A Sideswipe 2 0 0 0 N N N $2,000 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Paved Dry
Source: Signal Four Analytics (October 2018)
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 10
CRASH SUMMARY REPORT
HSMV
Report
Number
Crash Date Crash Time City Crash Street Crash Type Vehicles
Non
Motorists Fatalities Injuries
Alcohol
Related
Distraction
Related
Drug
Related
Estimated
Damages
Weather
Condition
Light
Condition
Crash Type
Detailed
Crash
Severity
Manner of
Collision
First Harmful
Event
Type of
Shoulder
Road Surf
Cond
84020853 9/12/2014 6:50 PM
Sunny Isles
Beach
COLLINS
AVENUE Sideswipe 2 0 0 0 N N N $16,003 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Paved Dry
82504500 9/29/2014 8:00 AM
Sunny Isles
Beach
174TH
STREET Pedestrian 1 1 0 1 N N N $1 Clear Daylight Pedestrian Injury Angle Pedestrian Curb Dry
84020883 10/6/2014 4:10 PM
Sunny Isles
Beach
STATE RD
A1A Rear End 2 0 0 0 N N N $750 Cloudy Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020884 10/9/2014 7:28 AM
Sunny Isles
Beach
STATE RD
A1A Sideswipe 2 0 0 0 N N N $1,500 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Paved Dry
84020894 10/15/2014 9:00 AM
Sunny Isles
Beach
STATE RD
A1A Angle 2 0 0 0 N N N $6,200 Clear Daylight Right Angle
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
82504504 10/20/2014 11:05 AM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 2 0 0 0 N N N $1,600 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020915 10/24/2014 2:55 PM
Sunny Isles
Beach
174TH
STREET Rear End 2 0 0 0 N N N $1,000 Rain Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Wet
84020930 10/28/2014 5:25 PM
Sunny Isles
Beach
STATE RD
A1A
COLLINS
AVE
Rear End 3 0 0 0 N N N $8,000 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84020932 11/2/2014 4:48 PM
Sunny Isles
Beach
STATE RD
A1A
COLLINS
AVE
Sideswipe 2 0 0 0 N N N $4,000 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
84020953 11/17/2014 7:30 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 2 0 0 0 N N N $200 Clear
Dark -
Lighted Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84021006 12/6/2014 10:15 AM
Sunny Isles
Beach
STATE RD
A1A Rear End 2 0 0 0 N N N $1,500 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
84021001 12/9/2014 12:45 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 2 0 0 0 N Y N $700 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
Source: Signal Four Analytics (October 2018)
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 11
CRASH SUMMARY REPORT
HSMV
Report
Number
Crash Date Crash Time City Crash Street Crash Type Vehicles
Non
Motorists Fatalities Injuries
Alcohol
Related
Distraction
Related
Drug
Related
Estimated
Damages
Weather
Condition
Light
Condition
Crash Type
Detailed
Crash
Severity
Manner of
Collision
First Harmful
Event
Type of
Shoulder
Road Surf
Cond
84021027 12/23/2014 2:10 PM
Sunny Isles
Beach
STATE RD
A1A
COLLINS
AVE
Rear End 3 0 0 0 N N N $4,200 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84021030 12/24/2014 6:50 PM
Sunny Isles
Beach
STATE
ROAD A1A Rear End 2 0 0 0 N N N $1,150 Rain
Dark -
Lighted Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Wet
84021038 12/28/2014 10:40 PM
Sunny Isles
Beach
STATE RD
A1A Rear End 2 0 0 0 N Y N $25,000 Clear
Dark -
Lighted Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
84021142 2/13/2015 4:08 PM
Sunny Isles
Beach
STATE
ROAD A1A (
COLLINS
AVENUE )
Unknown 2 0 0 0 N N N $1,500 Clear Daylight Unknown
Property
Damage
Only
Angle Motor Vehicle
in Transport Curb Dry
84021222 3/17/2015 7:00 PM
Sunny Isles
Beach
COLLINS
AVENUE Rear End 2 0 0 0 N N N $1,000 Clear Daylight Rear End
Property
Damage
Only
Other Motor Vehicle
in Transport Paved Dry
82504552 4/13/2015 4:45 PM
Sunny Isles
Beach
SR A1A
(COLLINS
AVE)
Rear End 2 0 0 2 N N N $10,000 Clear Daylight Rear End Injury
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84021351 5/21/2015 7:51 AM
Sunny Isles
Beach
STATE
ROAD A1A
(COLLINS
AVENUE)
Sideswipe 2 0 0 0 N N N $5,500 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
84021365 5/29/2015 1:56 PM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Sideswipe 2 0 0 0 N Y N $900 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Paved Dry
82504562 6/10/2015 4:00 PM
Sunny Isles
Beach 175 TERR Rear End 2 0 0 0 N N N $800 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
84021433 7/12/2015 11:07 AM
Sunny Isles
Beach
COLLINS
AVE Right Turn 2 0 0 0 N N N $3,100 Clear Daylight
Right/Throu
gh
Property
Damage
Only
Other Motor Vehicle
in Transport Curb Dry
82504575 8/24/2015 9:30 AM
Sunny Isles
Beach
STATE
ROAD A1A
(COLLINS
AVENUE)
Sideswipe 2 0 0 1 N N N $6,000 Clear Daylight
Same
Direction
Sideswipe
Injury
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
Source: Signal Four Analytics (October 2018)
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 12
CRASH SUMMARY REPORT
HSMV
Report
Number
Crash Date Crash Time City Crash Street Crash Type Vehicles
Non
Motorists Fatalities Injuries
Alcohol
Related
Distraction
Related
Drug
Related
Estimated
Damages
Weather
Condition
Light
Condition
Crash Type
Detailed
Crash
Severity
Manner of
Collision
First Harmful
Event
Type of
Shoulder
Road Surf
Cond
84021544 9/2/2015 12:10 PM
Sunny Isles
Beach
STATE
ROAD A1A
(COLLINS
AVENUE)
Sideswipe 2 0 0 0 N N N $6,050 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
84021642 11/1/2015 10:53 AM
Sunny Isles
Beach SR A1A Left Turn 2 0 0 2 N N N $5,500 Clear Daylight Left Rear Injury Other
Motor Vehicle
in Transport Curb Dry
82504595 11/10/2015 9:00 AM
Sunny Isles
Beach
SR
A1A(COLLIN
S AVE)
Rear End 2 0 0 0 N N N $2,000 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84021723 12/17/2015 9:50 AM
Sunny Isles
Beach
STATE
ROAD A1A
(COLLINS
AVENUE)
Rear End 2 0 0 0 N N N $400 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
84021814 2/1/2016 4:49 PM
Sunny Isles
Beach 175TH TER Pedestrian 1 1 0 1 N N N $0 Clear Daylight Pedestrian Injury Other Pedestrian Paved Wet
84021895 3/16/2016 3:04 PM
Sunny Isles
Beach SR A1A Left Turn 2 0 0 0 N N N $1,300 Clear Daylight Left Rear
Property
Damage
Only
Angle Motor Vehicle
in Transport Paved Dry
84021956 4/13/2016 6:15 PM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Sideswipe 2 0 0 0 N N N $1,000 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Paved Dry
86576952 9/2/2016 12:25 PM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Rear End 3 0 0 0 N N N $12,300 Cloudy Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
86577037 10/19/2016 4:11 PM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Rear End 2 0 0 1 N N N $3,000 Clear Daylight Rear End Injury
Front to
Rear
Motor Vehicle
in Transport Curb Dry
86577086 11/13/2016 7:00 PM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Rear End 2 0 0 0 N N N $1,500 Clear
Dark -
Lighted Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
Source: Signal Four Analytics (October 2018)
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 13
CRASH SUMMARY REPORT
HSMV
Report
Number
Crash Date Crash Time City Crash Street Crash Type Vehicles
Non
Motorists Fatalities Injuries
Alcohol
Related
Distraction
Related
Drug
Related
Estimated
Damages
Weather
Condition
Light
Condition
Crash Type
Detailed
Crash
Severity
Manner of
Collision
First Harmful
Event
Type of
Shoulder
Road Surf
Cond
86577493 5/28/2017 11:17 PM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Left Turn 2 0 0 0 N N N $3,000 Clear
Dark -
Lighted
Left
Entering
Property
Damage
Only
Angle Motor Vehicle
in Transport Paved Dry
86577542 6/26/2017 10:40 PM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Rear End 2 0 0 0 N N N $900 Clear
Dark -
Lighted Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Paved Dry
86577547 6/28/2017 10:00 AM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Sideswipe 2 0 0 0 N N N $2,000 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
86577573 7/7/2017 9:40 AM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Sideswipe 2 0 0 0 N N N $200 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
82504639 7/17/2017 2:20 PM Pinewood SR A1A Rear End 2 0 0 0 N N N $3,300 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
87584855 10/13/2017 11:01 AM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Rear End 2 0 0 0 N N N $4,500 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Wet
87584895 10/26/2017 8:10 AM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Sideswipe 2 0 0 0 N N N $4,000 Clear Daylight
Same
Direction
Sideswipe
Property
Damage
Only
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
87584914 11/9/2017 6:45 AM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Rear End 2 0 0 0 N N N $2,500 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
87585050 1/10/2018 11:54 AM Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Pedestrian 1 1 1 0 N N N $100 Cloudy Daylight Pedestrian Fatality Angle Pedestrian Curb Dry
87585108 2/6/2018 1:30 PM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Rear End 2 0 0 0 N N N $1,900 Clear Daylight Rear End
Property
Damage
Only
Front to
Rear
Motor Vehicle
in Transport Curb Dry
Source: Signal Four Analytics (October 2018)
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 14
CRASH SUMMARY REPORT
HSMV
Report
Number
Crash Date Crash Time City Crash Street Crash Type Vehicles
Non
Motorists Fatalities Injuries
Alcohol
Related
Distraction
Related
Drug
Related
Estimated
Damages
Weather
Condition
Light
Condition
Crash Type
Detailed
Crash
Severity
Manner of
Collision
First Harmful
Event
Type of
Shoulder
Road Surf
Cond
87585156 3/9/2018 2:44 PM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Rear End 3 0 0 4 N Y N $10,500 Clear Daylight Rear End Injury
Front to
Rear
Motor Vehicle
in Transport Curb Dry
87585183 3/25/2018 3:20 PM
Sunny Isles
Beach
COLLINS
AVE Off Road 1 0 0 1 N N N $5,000 Clear Daylight Off Road Injury Other
Other Fixed
Object Curb Dry
87585366 7/1/2018 8:00 PM Sunny Isles
Beach
STATE RD
A1A Pedestrian 1 4 1 4 N N N $6,000 Clear Dusk Pedestrian Fatality Other Pedestrian Curb Dry
87585382 7/9/2018 4:20 PM
Sunny Isles
Beach
COLLINS
AVE Unknown 2 0 0 0 N N N $700 Clear Daylight Unknown
Property
Damage
Only
Angle Motor Vehicle
in Transport Paved Dry
87585429 8/6/2018 4:15 PM
Sunny Isles
Beach
STATE RD
A1A
(COLLINS
AVE)
Rear End 3 0 0 1 N N N $3,000 Clear Daylight Rear End Injury
Sideswipe,
Same
Direction
Motor Vehicle
in Transport Curb Dry
Source: Signal Four Analytics (October 2018)
APPENDIX E - 5-YEAR CRASH ANALYSIS
E - 15
City of Sunny Isles Beach
Commission Workshop
November 15, 2018
18070 Collins Ave
Commission Chambers
Collins Avenue Safety
Page 2
•Locations of Fatal Crashes
o Collins near 174th (Run-off-the-road)
o Collins north of 175th (Pedestrian Crash –Mid-block signalized crossing)
o Collins at 193rd (Run-off-the-road)
o Collins at 178th (2 Pedestrian Crashes –Crossing north & west legs)
•Additional analysis of Collins Avenue throughout Sunny Isles
o Run-off-the-road Crashes
•Design Considerations
o Guardrail and Bollards
Discussion Topics
Page 3
•Run-off-the-road crash –Departed from the travel-way to the
outside
•Pedestrian Crash (Ped/Bike Crash) –includes bicycles
•Countermeasures –improvements anticipated to reduce the
occurrence of crashes
•Ped Walk Intervals –includes walk and “flash don’t walk” times
•Don’t Walk Indication –Solid “Don’t Walk” only
•Historical Crashes –Crashes reported during the 5 years of crash
data. Does not include subject fatal crashes.
•Clear zone –Area to remain free of hazards (1.5 feet for Collins)
Definitions
Page 4
•Evaluate:
o Crash data for 5 years (Historical)
o Conditions (Geometry, Operations, Light, Weather, Pavement, etc.)
•Identify pattern of crashes
o Same location
o High frequency
o Common type
o Severity
•Cause:
o Design Flaw? (ex: roadway alignment)
o Condition that contributes to user error? (ex: right turns on red)
•Recommended actions
o Countermeasures –should not introduce new safety concern
o More detailed study
o No Further Action
Fatal Dispositions
Page 5
•Family of 4 peds on sidewalk struck by motorist (run-off-the-road)
•Roadway design did not contribute to the crash
•There were no historical run-off-the-road crashes
•There were 9 historic ped/bike crashes (in crosswalks)
•There were 2 recent improvement projects:
o Resurfacing project, March 2017
o Safety Improvements, May 2017 –“Turning Vehicles yield to
Pedestrians” signs
o No reported ped/bike crashes since the improvements
•Recommended no further action
Collins Ave near 174th St
Page 6
Collins Ave/174th St -Police Report Sketch
Page 7
•Good for:
o Roadway drop off hazards, canals/ponds
o Where other immoveable objects are in the clear zone
•Not good for:
o Not possible at intersections or driveways
o Not permitted within 20’ of intersections or driveways
o Short segments -the ends of guardrails are a safety hazard
•Guardrail was not recommended as a countermeasure because:
o Not suitable at intersections, driveways, bus stops, mid-block ped crossings, etc.
o Impedes pedestrian accessibility (must maintain 4’ of horizontal clearance)
o Predicted to increase fixed object crashes.
o No pattern of run-off-the-road crashes
o Highway Safety Manual:
o Increase in run-off-the-road crashes predicted
o Not listed as a countermeasure for pedestrian crashes
Guardrails as a Countermeasure
Page 8
•Bollards were not recommended as a countermeasure because:
o Not a roadside design feature
o Would need to be installed outside of clear zone
o Would increase fixed object crashes
o Not listed in the HSM as a countermeasure for pedestrian safety
o Not listed in the HSM as a countermeasure for run-off-the-road crashes
Bollards as a Countermeasure
Page 9
•9 run-off-the-road crashes in 5 years
•6 of these were at driveways or intersections
•No pattern identified
•Pedestrian/sidewalk safety enhancement
−Buffer between the travel lane and the sidewalk
−Additional right-of-way required (City would need to obtain)
Run-off-the-road Crashes
Page 10
•Pedestrian crash at signalized mid-block crossing
•Crossed during “don’t walk” indication
•No historical ped/bike crash
•Ped walk intervals were evaluated –determined to be sufficient
•Recommended field review –evaluate condition of equipment
Collins Ave north of 175th Terr
Page 11
Collins Ave/175th Terr -Police Report Sketch
Page 12
•Run-off-the-road crash
•Fatality was the driver
•2 historical run-off-the-road crashes
o Non-fatal
o Driver admitted fault in both
•Recommended no further action
Collins Ave at 193rd St
Page 13
Collins Ave/193rd St -Police Report Sketch
Page 14
•2 Fatal Crashes
−Police reports indicate not fatal
−City informed Department that they
were fatal crashes
•Crossing north and west legs
•Pedestrians were at fault
•6 historical ped/bike crashes
•Pattern of vehicles failing to yield to pedestrians in crosswalks
•Pedestrian intervals insufficient
•Recommended:
o Field Review
o Coordinate with County regarding intervals (completed)
•Education and Enforcement campaigns
Collins Ave at 178th St
Page 15
Collins Ave/178th St -Police Report Sketch (1)
Page 16
Collins Ave/178th St -Police Report Sketch (2)
Appendix F:
Synchro reportS
SYNCHRO SUMMARY REPORT
APPROACH DELAY (s)
APPROACH LOS
95th %tile Q (feet)
INTERSECTION SIGNAL DELAY
(s/veh)
INTERSECTION LOS
Source: Synchro 10
$: Delay Exceeds 300 seconds
APPROACH DELAY (s)
APPROACH LOS
95th %tile Q (feet)
INTERSECTION SIGNAL DELAY
(s/veh)
INTERSECTION LOS
Source: Synchro 10
$: Delay Exceeds 300 seconds
APPROACH DELAY (s)
APPROACH LOS
95th %tile Q (feet)
INTERSECTION SIGNAL DELAY
(s/veh)
INTERSECTION LOS
Source: Synchro 10
$: Delay Exceeds 300 seconds
APPROACH DELAY (s)
APPROACH LOS
95th %tile Q (feet)
INTERSECTION SIGNAL DELAY
(s/veh)
INTERSECTION LOS
Source: Synchro 10
$: Delay Exceeds 300 seconds
APPROACH DELAY (s)
APPROACH LOS
95th %tile Q (feet)
INTERSECTION SIGNAL DELAY
(s/veh)
INTERSECTION LOS
Source: Synchro 10
$: Delay Exceeds 300 seconds
N/A 198 (NBT)385 (SBT)
13.6
B
SIGNALIZED INTERSECTION - WEEKEND PM PEAK
COLLINS AVE & 174th STREETINTERSECTION APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND
24.6 N/A 8.0 17.8
C N/A A B
124
N/A # 183 (NBL)401 (SBT)
14.7
B
SIGNALIZED INTERSECTION - WEEKEND MID-DAY PEAK
COLLINS AVE & 174th STREETINTERSECTION APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND
24.6 N/A 9.6 18.2
C N/A A B
126 (EBL)
N/A 147 (NBT)285 (SBT)
12.2
B
SIGNALIZED INTERSECTION - WEEKEND AM PEAK
COLLINS AVE & 174th STREETINTERSECTION APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND
25.3 N/A 6.2 15.6
C N/A A B
136 (EBL)
# 447 (NBL)COLLINS AVE & 174th STREETC
COLLINS AVE & 174th STREETC
25.9
INTERSECTION APPROACH EASTBOUND WESTBOUND NORTHBOUND
46.0 N/A 15.6
20.4
D N/A B C
185 (EBL)N/A
18.1 31.1
C
220 (EBR)
N/A
N/A
B
646 (SBT)
SOUTHBOUND
21.9
33.9
319 (NBT)
C
700 (SBT)
SIGNALIZED INTERSECTION - WEEKDAY PM PEAK
N/A
SIGNALIZED INTERSECTION - WEEKDAY AM PEAK
INTERSECTION APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND
COLLINS AVENUE 174th STREET
APPENDIX F - SYNCHRO REPORTS
F - 2
Lanes, Volumes, Timings
1: COLLINS AVE & 174th STREET 10/24/2018
Collins Avenue & 174th Street - Existing Conditions - Weekday - AM PEAK Synchro 10 Report
Page 1
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 147 286 183 1738 2119 69
Future Volume (vph) 147 286 183 1738 2119 69
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 300 0
Storage Lanes 1 1 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.91
Frt 0.850 0.995
Flt Protected 0.950 0.950
Satd. Flow (prot)1770 1583 1770 5085 5060 0
Flt Permitted 0.950 0.052
Satd. Flow (perm)1770 1583 97 5085 5060 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR)160 6
Link Speed (mph)30 30 30
Link Distance (ft)505 785 1069
Travel Time (s)11.5 17.8 24.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph)160 311 199 1889 2303 75
Shared Lane Traffic (%)
Lane Group Flow (vph) 160 311 199 1889 2378 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft)12 12 12
Link Offset(ft)0 0 0
Crosswalk Width(ft)16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Perm Perm pm+pt NA NA
Protected Phases 1 6 2
Permitted Phases 8 8 6
Minimum Split (s)37.0 37.0 11.0 24.0 33.0
Total Split (s)37.0 37.0 18.0 95.0 77.0
Total Split (%)28.0% 28.0% 13.6% 72.0% 58.3%
Maximum Green (s) 31.0 31.0 12.0 89.0 71.0
Yellow Time (s)4.0 4.0 4.0 4.0 4.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)6.0 6.0 6.0 6.0 6.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Walk Time (s)7.0 7.0 7.0
Flash Dont Walk (s) 24.0 24.0 20.0
Pedestrian Calls (#/hr) 0 0 0
Act Effct Green (s)31.0 31.0 89.0 89.0 71.0
Actuated g/C Ratio 0.23 0.23 0.67 0.67 0.54
v/c Ratio 0.39 0.63 0.92 0.55 0.87
APPENDIX F - SYNCHRO REPORTS
F - 3
Lanes, Volumes, Timings
1: COLLINS AVE & 174th STREET 10/24/2018
Collins Avenue & 174th Street - Existing Conditions - Weekday - AM PEAK Synchro 10 Report
Page 2
Lane Group EBL EBR NBL NBT SBT SBR
Control Delay 45.8 27.8 77.4 11.9 31.1
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 45.8 27.8 77.4 11.9 31.1
LOS D C E B C
Approach Delay 33.9 18.1 31.1
Approach LOS C B C
Queue Length 50th (ft) 116 116 119 283 626
Queue Length 95th (ft) 185 220 #269 319 700
Internal Link Dist (ft) 425 705 989
Turn Bay Length (ft)300
Base Capacity (vph) 415 494 217 3428 2724
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.39 0.63 0.92 0.55 0.87
Intersection Summary
Area Type:Other
Cycle Length: 132
Actuated Cycle Length: 132
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBTL, Start of Green
Natural Cycle: 105
Control Type: Pretimed
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 25.9 Intersection LOS: C
Intersection Capacity Utilization 75.8%ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: COLLINS AVE & 174th STREET
APPENDIX F - SYNCHRO REPORTS
F - 4
Lanes, Volumes, Timings
1: COLLINS AVE & 174th STREET 10/24/2018
Collins Avenue & 174th Street - Existing Conditions - Weekday - PM PEAK Synchro 10 Report
Page 1
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 101 248 258 2266 2052 99
Future Volume (vph) 101 248 258 2266 2052 99
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 300 0
Storage Lanes 1 1 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.91
Frt 0.850 0.993
Flt Protected 0.950 0.950
Satd. Flow (prot)1770 1583 1770 5085 5050 0
Flt Permitted 0.950 0.036
Satd. Flow (perm)1770 1583 67 5085 5050 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR)203 9
Link Speed (mph)30 30 30
Link Distance (ft)505 785 1069
Travel Time (s)11.5 17.8 24.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph)110 270 280 2463 2230 108
Shared Lane Traffic (%)
Lane Group Flow (vph) 110 270 280 2463 2338 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft)12 12 12
Link Offset(ft)0 0 0
Crosswalk Width(ft)16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Perm Perm pm+pt NA NA
Protected Phases 1 6 2
Permitted Phases 8 8 6
Minimum Split (s)37.0 37.0 11.0 24.0 33.0
Total Split (s)25.0 25.0 29.0 140.0 111.0
Total Split (%)15.2% 15.2% 17.6% 84.8% 67.3%
Maximum Green (s) 19.0 19.0 23.0 134.0 105.0
Yellow Time (s)4.0 4.0 4.0 4.0 4.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)6.0 6.0 6.0 6.0 6.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Walk Time (s)7.0 7.0 7.0
Flash Dont Walk (s) 24.0 24.0 20.0
Pedestrian Calls (#/hr) 0 0 0
Act Effct Green (s)19.0 19.0 134.0 134.0 105.0
Actuated g/C Ratio 0.12 0.12 0.81 0.81 0.64
v/c Ratio 0.54 0.75 0.96 0.60 0.73
APPENDIX F - SYNCHRO REPORTS
F - 5
Lanes, Volumes, Timings
1: COLLINS AVE & 174th STREET 10/24/2018
Collins Avenue & 174th Street - Existing Conditions - Weekday - PM PEAK Synchro 10 Report
Page 2
Lane Group EBL EBR NBL NBT SBT SBR
Control Delay 79.6 32.3 97.3 6.4 21.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 79.6 32.3 97.3 6.4 21.9
LOS E C F A C
Approach Delay 46.0 15.6 21.9
Approach LOS D B C
Queue Length 50th (ft) 114 68 253 304 595
Queue Length 95th (ft) 185 181 #447 328 646
Internal Link Dist (ft) 425 705 989
Turn Bay Length (ft)300
Base Capacity (vph) 203 361 291 4129 3216
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.54 0.75 0.96 0.60 0.73
Intersection Summary
Area Type:Other
Cycle Length: 165
Actuated Cycle Length: 165
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBTL, Start of Green
Natural Cycle: 115
Control Type: Pretimed
Maximum v/c Ratio: 0.96
Intersection Signal Delay: 20.4 Intersection LOS: C
Intersection Capacity Utilization 77.0%ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: COLLINS AVE & 174th STREET
APPENDIX F - SYNCHRO REPORTS
F - 6
Lanes, Volumes, Timings
1: COLLINS AVE & 174th STREET 10/24/2018
Collins Avenue & 174th Street - Existing Conditions - Weekend - AM PEAK Synchro 10 Report
Page 1
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 100 209 146 1358 1329 89
Future Volume (vph) 100 209 146 1358 1329 89
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 300 0
Storage Lanes 1 1 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.91
Frt 0.850 0.991
Flt Protected 0.950 0.950
Satd. Flow (prot)1770 1583 1770 5085 5040 0
Flt Permitted 0.950 0.108
Satd. Flow (perm)1770 1583 201 5085 5040 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR)214 15
Link Speed (mph)30 30 30
Link Distance (ft)505 785 1069
Travel Time (s)11.5 17.8 24.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph)109 227 159 1476 1445 97
Shared Lane Traffic (%)
Lane Group Flow (vph) 109 227 159 1476 1542 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft)12 12 12
Link Offset(ft)0 0 0
Crosswalk Width(ft)16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Perm Perm pm+pt NA NA
Protected Phases 1 6 2
Permitted Phases 8 8 6
Minimum Split (s)37.0 37.0 11.0 24.0 33.0
Total Split (s)24.0 24.0 20.0 96.0 76.0
Total Split (%)20.0% 20.0% 16.7% 80.0% 63.3%
Maximum Green (s) 18.0 18.0 14.0 90.0 70.0
Yellow Time (s)4.0 4.0 4.0 4.0 4.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)6.0 6.0 6.0 6.0 6.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Walk Time (s)7.0 7.0 7.0
Flash Dont Walk (s) 24.0 24.0 20.0
Pedestrian Calls (#/hr) 0 0 0
Act Effct Green (s)18.0 18.0 90.0 90.0 70.0
Actuated g/C Ratio 0.15 0.15 0.75 0.75 0.58
v/c Ratio 0.41 0.54 0.48 0.39 0.52
APPENDIX F - SYNCHRO REPORTS
F - 7
Lanes, Volumes, Timings
1: COLLINS AVE & 174th STREET 10/24/2018
Collins Avenue & 174th Street - Existing Conditions - Weekend - AM PEAK Synchro 10 Report
Page 2
Lane Group EBL EBR NBL NBT SBT SBR
Control Delay 51.5 12.7 11.8 5.6 15.6
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 51.5 12.7 11.8 5.6 15.6
LOS D B B A B
Approach Delay 25.3 6.2 15.6
Approach LOS C A B
Queue Length 50th (ft) 77 9 29 127 246
Queue Length 95th (ft) 136 84 75 147 285
Internal Link Dist (ft) 425 705 989
Turn Bay Length (ft)300
Base Capacity (vph) 265 419 333 3813 2946
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.41 0.54 0.48 0.39 0.52
Intersection Summary
Area Type:Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBTL, Start of Green
Natural Cycle: 85
Control Type: Pretimed
Maximum v/c Ratio: 0.54
Intersection Signal Delay: 12.2 Intersection LOS: B
Intersection Capacity Utilization 56.6%ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 1: COLLINS AVE & 174th STREET
APPENDIX F - SYNCHRO REPORTS
F - 8
Lanes, Volumes, Timings
1: COLLINS AVE & 174th STREET 10/25/2018
Collins Avenue & 174th Street - Existing Conditions - Weekend - MID-DAY PEAK Synchro 10 Report
Page 1
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph)92 171 178 1556 1696 91
Future Volume (vph)92 171 178 1556 1696 91
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 300 0
Storage Lanes 1 1 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.91
Frt 0.850 0.992
Flt Protected 0.950 0.950
Satd. Flow (prot)1770 1583 1770 5085 5045 0
Flt Permitted 0.950 0.058
Satd. Flow (perm)1770 1583 108 5085 5045 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR)186 12
Link Speed (mph)30 30 30
Link Distance (ft)505 785 1069
Travel Time (s)11.5 17.8 24.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph)100 186 193 1691 1843 99
Shared Lane Traffic (%)
Lane Group Flow (vph) 100 186 193 1691 1942 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft)12 12 12
Link Offset(ft)0 0 0
Crosswalk Width(ft)16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Perm Perm pm+pt NA NA
Protected Phases 1 6 2
Permitted Phases 8 8 6
Minimum Split (s)37.0 37.0 11.0 24.0 33.0
Total Split (s)24.0 24.0 20.0 96.0 76.0
Total Split (%)20.0% 20.0% 16.7% 80.0% 63.3%
Maximum Green (s) 18.0 18.0 14.0 90.0 70.0
Yellow Time (s)4.0 4.0 4.0 4.0 4.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)6.0 6.0 6.0 6.0 6.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Walk Time (s)7.0 7.0 7.0
Flash Dont Walk (s) 24.0 24.0 20.0
Pedestrian Calls (#/hr) 0 0 0
Act Effct Green (s)18.0 18.0 90.0 90.0 70.0
Actuated g/C Ratio 0.15 0.15 0.75 0.75 0.58
v/c Ratio 0.38 0.47 0.70 0.44 0.66
APPENDIX F - SYNCHRO REPORTS
F - 9
Lanes, Volumes, Timings
1: COLLINS AVE & 174th STREET 10/25/2018
Collins Avenue & 174th Street - Existing Conditions - Weekend - MID-DAY PEAK Synchro 10 Report
Page 2
Lane Group EBL EBR NBL NBT SBT SBR
Control Delay 50.7 10.7 40.3 6.0 18.2
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 50.7 10.7 40.3 6.0 18.2
LOS D B D A B
Approach Delay 24.6 9.6 18.2
Approach LOS C A B
Queue Length 50th (ft) 71 0 86 154 350
Queue Length 95th (ft) 126 65 #183 178 401
Internal Link Dist (ft) 425 705 989
Turn Bay Length (ft)300
Base Capacity (vph) 265 395 274 3813 2947
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.38 0.47 0.70 0.44 0.66
Intersection Summary
Area Type:Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBTL, Start of Green
Natural Cycle: 85
Control Type: Pretimed
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 14.7 Intersection LOS: B
Intersection Capacity Utilization 65.5%ICU Level of Service C
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: COLLINS AVE & 174th STREET
APPENDIX F - SYNCHRO REPORTS
F - 10
Lanes, Volumes, Timings
1: COLLINS AVE & 174th STREET 10/25/2018
Collins Avenue & 174th Street - Existing Conditions - Weekend - PM PEAK Synchro 10 Report
Page 1
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph)90 167 145 1672 1646 92
Future Volume (vph)90 167 145 1672 1646 92
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 300 0
Storage Lanes 1 1 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.91
Frt 0.850 0.992
Flt Protected 0.950 0.950
Satd. Flow (prot)1770 1583 1770 5085 5045 0
Flt Permitted 0.950 0.063
Satd. Flow (perm)1770 1583 117 5085 5045 0
Right Turn on Red Yes Yes
Satd. Flow (RTOR)182 12
Link Speed (mph)30 30 30
Link Distance (ft)505 785 1069
Travel Time (s)11.5 17.8 24.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph)98 182 158 1817 1789 100
Shared Lane Traffic (%)
Lane Group Flow (vph) 98 182 158 1817 1889 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft)12 12 12
Link Offset(ft)0 0 0
Crosswalk Width(ft)16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Perm Perm pm+pt NA NA
Protected Phases 1 6 2
Permitted Phases 8 8 6
Minimum Split (s)37.0 37.0 11.0 24.0 33.0
Total Split (s)24.0 24.0 20.0 96.0 76.0
Total Split (%)20.0% 20.0% 16.7% 80.0% 63.3%
Maximum Green (s) 18.0 18.0 14.0 90.0 70.0
Yellow Time (s)4.0 4.0 4.0 4.0 4.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)6.0 6.0 6.0 6.0 6.0
Lead/Lag Lead Lag
Lead-Lag Optimize?Yes Yes
Walk Time (s)7.0 7.0 7.0
Flash Dont Walk (s) 24.0 24.0 20.0
Pedestrian Calls (#/hr) 0 0 0
Act Effct Green (s)18.0 18.0 90.0 90.0 70.0
Actuated g/C Ratio 0.15 0.15 0.75 0.75 0.58
v/c Ratio 0.37 0.46 0.56 0.48 0.64
APPENDIX F - SYNCHRO REPORTS
F - 11
Lanes, Volumes, Timings
1: COLLINS AVE & 174th STREET 10/25/2018
Collins Avenue & 174th Street - Existing Conditions - Weekend - PM PEAK Synchro 10 Report
Page 2
Lane Group EBL EBR NBL NBT SBT SBR
Control Delay 50.5 10.7 27.2 6.3 17.8
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 50.5 10.7 27.2 6.3 17.8
LOS D B C A B
Approach Delay 24.6 8.0 17.8
Approach LOS C A B
Queue Length 50th (ft) 69 0 53 172 335
Queue Length 95th (ft) 124 65 125 198 385
Internal Link Dist (ft) 425 705 989
Turn Bay Length (ft)300
Base Capacity (vph) 265 392 280 3813 2947
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.37 0.46 0.56 0.48 0.64
Intersection Summary
Area Type:Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBTL, Start of Green
Natural Cycle: 85
Control Type: Pretimed
Maximum v/c Ratio: 0.64
Intersection Signal Delay: 13.6 Intersection LOS: B
Intersection Capacity Utilization 62.7%ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 1: COLLINS AVE & 174th STREET
APPENDIX F - SYNCHRO REPORTS
F - 12
Appendix g:
Adjusted peAk volumes
WEEKDAY PEAK HOUR
TURNING MOVEMENT EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
RAW COUNTS 128 0 249 0 0 0 159 1511 0 0 1843 60
PSCF 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15
ADJUSTED EXISTING VOLUMES 147 0 286 0 0 0 183 1738 0 0 2119 69
TURNING MOVEMENT EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
RAW COUNTS 88 0 216 0 0 0 224 1970 0 0 1784 86
PSCF 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15
ADJUSTED EXISTING VOLUMES 101 0 248 0 0 0 258 2266 0 0 2052 99COLLINS AVE & 174th STREETTURNING MOVEMENT COUNTS (AM PEAK)
TURNING MOVEMENT COUNTS (PM PEAK)COLLINS AVE & 174th STREETCOLLINS AVENUE 174th STREET
APPENDIX G - ADJUSTED PEAK VOLUMES
G - 2
WEEKEND PEAK HOUR
TURNING MOVEMENT EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
RAW COUNTS 87 0 182 0 0 0 127 1181 0 0 1156 77
PSCF 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15
ADJUSTED EXISTING VOLUMES 100 0 209 0 0 0 146 1358 0 0 1329 89
TURNING MOVEMENT EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
RAW COUNTS 80 0 149 0 0 0 155 1353 0 0 1475 79
PSCF 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15
ADJUSTED EXISTING VOLUMES 92 0 171 0 0 0 178 1556 0 0 1696 91
TURNING MOVEMENT EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
RAW COUNTS 78 0 145 0 0 0 126 1454 0 0 1431 80
PSCF 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15
ADJUSTED EXISTING VOLUMES 90 0 167 0 0 0 145 1672 0 0 1646 92
TURNING MOVEMENT COUNTS (PM PEAK)COLLINS AVE & 174th STREETTURNING MOVEMENT COUNTS (AM PEAK)COLLINS AVE & 174th STREETTURNING MOVEMENT COUNTS (MID-DAY PEAK)COLLINS AVE & 174th STREETCOLLINS AVENUE 174th STREET
APPENDIX G - ADJUSTED PEAK VOLUMES
G - 3
CGA
COLLINS AVE
BRIDGE PARK
SIB
2SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
TOPICS
SIB
PEDESTRIAN/VEHICULAR SAFETY WHEN ABOVE COLLINS AVE
CREATE OPEN/INVITING GREEN SPACE TO CONNECT TO THE
EXISTING OPEN SPACE THROUGHOUT THE CITY
ALLOWING FOR GEOMETRIES THAT CAN ACCOMMODATE U-TURNS AT
THE 174TH STREET INTERSECTION
VERTICAL ACCESS WITH MINIMAL IMPACT ON EXISTING
CONDITIONS
EXCEEDING A MINIMUM CLEARANCE OF 17’-6”
LANDING AREAS
3SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
PED/VEHICULAR
SAFETY
CGA SIB
4SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
STANDARD PRACTICES
CGA SIB
TYPICAL PEDESTRIAN BRIDGES
OVER ROADWAYS IN DISTRICT 6
5SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
STANDARD PRACTICES
SIB
6SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
BEST PRACTICES
CROSS-FLORIDA GREENWAY
LAND BRIDGE TRAILHEAD (OCALA, I-75)
SIB
7SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
BEST PRACTICES
SIB
8SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
BEST PRACTICES
LAS VEGAS ‘STRIP’
SIB
9SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
BEST PRACTICES
SIB
10SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CREATING
OPEN SPACE
CGA SIB
11SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
CREATING OPEN SPACES
SIB
12SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
174th STREET
U-TURN
CGA SIB
13SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
MEDIAN MODIFICATION
CGA SIB
14SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
SAMSON PARK
UTILITIES
CGA SIB
15SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CRITICAL INFRASTRUCTURE
16SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
VERTICAL
CLEARANCE
CGA SIB
17SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
23’ VERTICAL
CLEARANCE
CROSS-SECTION OVER COLLINS
SIBCGA
17’-6” MINIMUM REQUIRED
18SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
WEST BRIDGE
LANDING
PARCEL
CGA SIB
19SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
LANDING PARCEL
CGA SIB
20SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
GOALS AND OBJECTIVES
• UNDESIREABLE
• A LINEAR CAGE, EVEN WHEN ‘DECORATED’
• LACK OF CHARACTER
• MISSED OPPORTUNITY IF USED AT PROPOSED
LOCATION
• FENCE PROVIDED WITHIN LANDSCAPE PLANTER AREA
• PLANTING AREA SEPARATING PEDESTRIAN FROM EDGE
• NO OVERHEAD FENCED-IN ‘ROOF’
• 8 FEET APPROXIMATE HEIGHT WHEN IMMEDIATELY
ACCESSIBLE TO PEDESTRIANS
• TEMPERED GLASS, IMPACT RESISTANT
• 8 FEET APPROXIMATE HEIGHT WHEN IMMEDIATELY
ACCESSIBLE TO PEDESTRIANS
• CANNOT BE CLIMBED
• COMPLEMENTS THE LOCATION
SIB
21SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
DESIRES
SIB
ICONIC AND EMBLEMMATIC
A DESTINATION & AN EXPERIENCE
NOT A ‘BRIDGE’ BUT A ‘PARK’
COMPLEMENTS SAMSON PARK, THE MAIN BEACHFRONT PARK
WITHIN SUNNY ISLES BEACH
22SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
ICONIC
EMBLEMATIC
CGA SIB
23SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
ETHOS OF SIB: BOLDNESS
24SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
DESTINATION
EXPERIENCE
CGA SIB
25SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
MEMORIES, DESIRE
26SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
BRIDGE
PARK
CGA SIB
27SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
HIGHLINE NYC
28SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
29SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
30SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
31SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
BLOOMINGDALE TRAIL
32SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
33SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
SAMSON PARK
BEACHFRONT
CGA SIB
34SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
VIEWS, CONNECT
35SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
FROM CAGE
TO EDGE
CGA SIB
36SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
FROM CAGE TO EDGE
CGA
CURVED
METAL
WALL
TYPICAL
SIB
37SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
FROM CAGE TO EDGE
ENCLOSED
CAGE
TYPICAL TYPICAL
SIB
38SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
FROM CAGE TO EDGE
8’
GLASS
WALL
MIN 17’-6”
VERTICAL
CLEARANCE
TYPICAL TYPICAL LAS VEGAS
SIB
39SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
FROM CAGE TO EDGE
CGA
42”
GLASS
RAIL
8’
METAL
FENCE 8’
GLASS
WALL
23’ VERTICAL
CLEARANCE
MIN 17’-6”
VERTICAL
CLEARANCE
CONSTRUCTED WIDTH: 52 FEET
PROPOSED WIDTH RANGE: 29-44 FEET
LAND-BRIDGE TRAIL OVER 1-75
OCALA, FLORIDA
PROPOSED PEDESTRIAN BRIDGE
SUNNY ISLES BEACH, FLORIDA
SIB
40SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
DESIGN
MODEL
CGA SIB
41SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
PLAN VIEW, 165 FT SPAN
COLLINS AVE174TH ST
CGA SIB
42SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
COLLI
N
S
A
V
E
174TH
S
T
DECK WIDTH: 49 TO 61 FEET
43SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CANTILEVERED SEATING
44SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
21’ VERTICAL CLEARANCE
45SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
OVERALL BIRD’S-EYE VIEW
46SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
VIEW NORTH, DAYTIME
47SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
VIEW NORTH, AFTERNOON
48SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
VIEW SOUTH, DAYTIME
49SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
VIEW SOUTH, AFTERNOON
50SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
VIEW EAST, DAYTIME
51SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
VIEW EAST, AFTERNOON
52SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CANTILEVERED SEATING
53SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
VIEW WEST FROM PARK
54SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
DESIGN CONSIDERATIONS
• LIGHTING WILL BE INDIRECT LIGHTING AND ONLY
VISIBLE WITHIN THE BRIDGE
• NO IMPACT ON VEHICULAR DRIVERS BELOW
• NEEDS TO CONSIDER RESTRICTIONS PER FFWCC AND
TURTLE-FRIENDLY FIXTURES
• REMOVED EXISTING CROSSWALK ON SOUTH SIDE OF
INTERSECTION
• ALIGNED STAIRCASE AND ELEVATOR TO LEAD
PEDESTRIANS ONTO BRIDGE
• ELEVATORS WILL HAVE EXTENSIVE USE OF GLASS
• PROVIDES GREATER SAFETY
SIB
55SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
PUBLIC OUTREACH (JAN 30,2019)
SIB
56SUNNY ISLES BEACH COLLINS AVENUE PEDESTRIAN BRIDGE PARK
CGA
SUCCESSES
SIB
A DESTINATION & AN EXPERIENCE - NOT A ‘BRIDGE’ BUT A ‘PARK’
ENSURED BOTH VEHICULAR AND PEDESTRIAN SAFETY
COMPLEMENTS SAMSON PARK, THE MAIN BEACHFRONT PARK
WITHIN SUNNY ISLES BEACH
EXCEEDED MINIMUM CLEARANCES AND EXTRA TO ENSURE
VISIBILITY OF TRAFFIC CONTROL SIGNALIZATION
BEST COORDINATION WITH EXISTING AND FUTURE
INFRASTRUCTURE