HomeMy WebLinkAbout2021 05 05 Bicycle and Pedestrian Advisory Committee Regular Meeting AgendaBICYCLE AND PEDESTRIAN
ADVISORY COMMITTEE
REGULAR MEETING AGENDA
WEDNESDAY, MAY 5, 2021 - 6:30 PM
CITY HALL - COMMISSION CHAMBERS
1126 EAST STATE ROAD 434, WINTER SPRINGS, FLORIDA
1
CALL TO ORDER
Roll Call
Invocation
Pledge of Allegiance
Agenda Changes
AWARDS AND PRESENTATIONS
100. Review of the Bicycle and Pedestrian Advisory Committee Role.
Ordinance 2010-06 Creating the Bicycle and Pedestrian Advisory Committee
INFORMATIONAL AGENDA
200. Not Used
PUBLIC INPUT
Anyone who wishes to speak during Public Input on any Agenda Item or subject matter will need to fill out a
“Public Input” form. Individuals will limit their comments to three (3) minutes, and representatives of groups or
homeowners' associations shall limit their comments to five (5) minutes, unless otherwise determined by the City
Commission.
CONSENT AGENDA
300. Approval of the Wednesday, June 17th, 2020 Bicycle and Pedestrian Advisory
Committee Regular Meeting Minutes
Minutes
301. Approval of the Wednesday, March 3, 2021 Bicycle and Pedestrian Advisory
Committee Special Meeting Minutes.
Minutes
PUBLIC HEARINGS AGENDA
400. Not Used
REGULAR AGENDA
500. Florida Department of Transportation (FDOT) Update
Mid-Block Pedestrian Crossing Study S.R. 419 from Moss Road to Wade Street_DRAFT
501. Discussion on Meeting Frequency
REPORTS
2
PUBLIC INPUT
Anyone who wishes to speak during Public Input on any Agenda Item or subject matter will need to fill out a
“Public Input” form. Individuals will limit their comments to three (3) minutes, and representatives of groups or
homeowners' associations shall limit their comments to five (5) minutes, unless otherwise determined by the City
Commission.
ADJOURNMENT
PUBLIC NOTICE
This is a Public Meeting, and the public is invited to attend and this Agenda is subject to change. Please be
advised that one (1) or more Members of any of the City's Advisory Boards and Committees may be in
attendance at this Meeting, and may participate in discussions.
Persons with disabilities needing assistance to participate in any of these proceedings should contact the
City of Winter Springs at (407) 327-1800 "at least 48 hours prior to meeting, a written request by a
physically handicapped person to attend the meeting, directed to the chairperson or director of such
board, commission, agency, or authority" - per Section 286.26 Florida Statutes.
"If a person decides to appeal any decision made by the board, agency, or commission with respect to
any matter considered at such meeting or hearing, he or she will need a record of the proceedings, and
that, for such purpose, he or she may need to ensure that a verbatim record of the proceedings is made,
which record includes the testimony and evidence upon which the appeal is to be based" - per Section
286.0105 Florida Statutes.
3
ORDINANCE NO. 2010-06
AN ORDINANCE OF THE CITY COMMISSION OF THE
CITY OF WINTER SPRINGS, FLORIDA, CREATING THE
BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE;
ESTABLISHING PURPOSE AND DUTIES; PROVIDING FOR
THE REPEAL OF PRIOR INCONSISTENT ORDINANCES
AND RESOLUTIONS, INCORPORATION INTO THE CODE,
SEVERABILITY, AND AN EFFECTIVE DATE.
WHEREAS, the City is granted the authority, under Section 2(b), Article VIII, of the State
Constitution, to exercise any power for municipal purposes, except when expressly prohibited by
law; and
WHEREAS, the City Commission adopted the Evaluation and Appraisal Report
Amendments to the Comprehensive Plan on September 28, 2009; and
WHEREAS, Transportation Element Policy 1.5.18 directs the establishment of a trails
advisory committee made up of residents who will work together to pursue the planning and
implementation of an interconnected trail and bicycle system and make appropriate
recommendations to the City Commission; and
WHEREAS, a Bicycle and Pedestrian Advisory Committee is needed to pursue the planning
and implementation of non-motorized transportation linkages within and throughout the City to
supplement and further enhance the value of the Cross-Seminole Regional Trail within the City; and
WHEREAS, the City Commission of the City of Winter Springs, Florida, hereby finds this
Ordinance to be in the best interests of the public health, safety, and welfare of the citizens of Winter
Springs.
NOW, THEREFORE, THE CITY COMMISSION OF THE CITY OF WINTER
SPRINGS HEREBY ORDAINS, AS FOLLOWS:
Section 1.
reference.
Recitals. The foregoing recitals are hereby incorporated herein by this
Section 2. Code Amendment. The City of Winter Springs Code, Chapter 2, is hereby
amended to create new sections 2-43 and 2-44 as follows (underlined type indicates textual additions
to the City Code):
Sec. 2-43. Creation; composition; appointment of members.
(a) Pursuant to Transportation Element Policy 1.5.18 of the city's comprehensive plan. the city
hereby establishes a trails advisory committee which shall be known as the "Bicycle and Pedestrian
Advisory Committee".
(b) The Committee shall have five (5) members and membership on the Committee shall be in
accordance with the terms of Section 2-42 of this code except as expressly provided in this Section.
The Committee may additionally include ex officio members. who may or may not be residents of
City of Winter Springs
Ordinance No. 20 I 0-06
Page I of 3
4
the city, who can provide technical support or expertise in any aspect of the Committee's work.
Such .ex. qfficio members will. have no voting po.wer and cannot be used for the purpose of
estabhshmg a quorum for ms;etmgs. Any c2mm1ss1oner or the mayor may an.point an ex officio
member but such appointment is not effective until ratified by mafority vote of the city commission.
(d) The Committee shall conduct four (4) quarterly regular meetings each year and may conduct
additional special meetings as may be necessary to properly perform its duties and functions.
(e) The Committee shall establish rules and or bylaws to govern the manner in which its meetings
and affairs are conducted, provided that such rules and procedures are not inconsistent with federal
and state law. the city code or direction of the city commission.
CO The Committee shall be subject to the Florida Public Records Act and the Sunshine Law.
Sec. 2-44. Purpose and Duties.
(a) The purpose of the Committee is to promote trail. pedestrian and bicycle circulation systems and
encourage increased use of non-motorized transportation in the city. The Committee shall perform
the following duties:
( 1) Serve as an advocate for the adoption of a Trail and Bicycle System Master Plan for the
9.tY:.
(2) Promote pedestrian and bicycle travel as a viable transportation choice to connect
neighborhoods with parks, schools, commercial areas. and other destinations in the city and
surrounding area.
(3) Assist with identifying funding sources and implementation strategies which further the
development of an interconnected network of trails. sidewalks and bikeways within the city.
( 4) Recommend to the ci!J commission establishment, development, planning, funding and
maintenance of specific trail. sidewalk and bicycle projects.
(5) Consider all matters submitted to it by the city commission or staff and shall offer
suggestions or recommendations on its own initiative. It shall receive petitions and
suggestions from the citizens of the city. and shall cooperate with civic groups. governmental
agencies. and other grganizations regarding trail. sidewalk and bicycle system planning and
implementation.
Section 3. Repeal of Prior Inconsistent Ordinances and Resolutions. All prior
inconsistent ordinances and resolutions adopted by the City Commission, or parts of prior ordinances
and resolutions in conflict herewith, are hereby repealed to the extent of the conflict.
Section 4. Incorporation Into Code. This Ordinance shall be incorporated into the
Winter Springs City Code and any section or paragraph, !lumber or lett~r, and any hea.ding may.be
changed or modified as necessary to effectuate the foregomg. Grammatical, typographical, and hke
City of Winter Springs
Ordinance No. 2010-06
Page 2 of 3
5
errors may be corrected and additions, alterations, and omissions, not affecting the construction or
meaning of this ordinance and the City Code may be freely made.
Section 5. Severability. If any section, subsection, sentence, clause, phrase, word or
provision of this Ordinance is for any reason held invalid or unconstitutional by any court of
competent jurisdiction, whether for substantive, procedural, or any other reason, such portion shall
be deemed a separate, distinct and independent provision, and such holding shall not affect the
validity of the remaining portions of this Ordinance.
Section 6. Effective Date. This Ordinance shall become effective immediately upon
adoption by the City Commission of the City of Winter Springs, Flotiga;. and pursuant to City
Charter. ·
ADOPTED by the City Commission of the City of w· er Springs, Florida~ in a re.gular meeting
assembled on the 23rd day of August, 2010.
ANTHONY A. GARGANESE, City Attorney
First Reading:
Second Reading:
Effective Date:
April 12, 2010
August 23, 2010
August 23, 2010
City of Winter Springs
Ordinance No. 2010-06
Page 3 of 3
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CITY OF WINTER SPRINGS, FLORIDA
MINUTES
BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE
REGULAR MEETING
JUNE 17, 2020
CALL TO ORDER
Chairperson Janice Sorrentino called the Regular Meeting of Wednesday, June
17, 2020 of the Bicycle and Pedestrian Advisory Committee to Order at 5:30
p.m., in the Commission Chambers of the Municipal Building (City Hall, 1126
East State Road 434, Winter Springs, Florida 32708).
Roll Call:
Chairperson Janice Sorrentino, present
Vice-Chairperson Jeff Crandall, absent
Committee Member Cara Roesner, present
Committee Member Loretta (Dolly) Ames, present
Assistant to the City Clerk Tristin Motter, present
A moment of silence was followed by the Pledge of Allegiance.
No changes were made to the Agenda.
REGULAR AGENDA – PART I
500. Election for Chairperson of the Bicycle and Pedestrian Advisory
Committee for Calendar Year 2020
“I WILL NOMINATE HER. [MS. JANICE SORRENTINO]” MOTION BY
COMMITTEE MEMBER ROESNER. SECONDED BY COMMITTEE MEMBER
AMES. DISCUSSION.
VOTE:
COMMITTEE MEMBER ROESNER: AYE
CHAIRPERSON SORRENTINO: AYE
COMMITTEE MEMBER AMES: AYE
MOTION CARRIED.
JANICE SORRENTINO WAS ELECTED THE CHAIRPERSON
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CITY OF WINTER SPRINGS, FLORIDA
MINUTES
BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE
REGULAR MEETING – JUNE 17, 2020
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501. Election for Vice- Chairperson of the Bicycle and Pedestrian Advisory
Committee for Calendar Year 2020
“I NOMINATE JEFF [CRANDALL].” MOTION BY CHAIRPERSON SORRENTINO.
SECONDED BY COMMITTEE MEMBER ROESNER. DISCUSSION.
VOTE:
COMMITTEE MEMBER AMES: AYE
CHAIRPERSON SORRENTINO: AYE
COMMITTEE MEMBER ROESNER: AYE
MOTION CARRIED.
JEFF CRANDALL WAS ELECTED THE VICE-CHAIRPERSON.
AWARDS AND PRESENTATIONS
100. Seminole County / ETM Project presented by England-Thims & Miller,
Inc.
Mr. Jason McCray, P.E., Senior Project Manager, England-Thims & Miller, Inc.
and Vasu Persaud, PE, AICP, PTOE, Transportation Analyst, Public Works
Department/Engineering Division, Seminole County, 100 East 1st Street,
Sanford, FL 32771 presented, via GoToMeeting, a trail feasibility study Seminole
County conducted in preparation for the possible connection of the Cross
Seminole Trail to State Road 434. Discussion and questions ensued in regards
to the study. Christopher Schmidt, Community Development Director was
present for questions.
INFORMATIONAL AGENDA
200. An update from the Parks and Recreation Department and
Community Development Department to the Bicycle and Pedestrian
Advisory Committee regarding the newly installed crosswalk signage
throughout the City
Mr. Christopher Schmidt, Director, Community Development Department
updated the Bicycle and Pedestrian Committee on the crosswalks that were
installed throughout the City. Discussion continued on solar powered lighting
for the high school parking lot. Staff agreed to reach out to the School Board
for further discussion.
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CITY OF WINTER SPRINGS, FLORIDA
MINUTES
BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE
REGULAR MEETING – JUNE 17, 2020
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PUBLIC INPUT
Chairperson Sorrentino opened “Public Input”.
Mr. Maurice Kaprow, PO Box 195233, Winter Springs, FL 32719 expressed his
concern on bike riders speeding and not stopping while on the trail.
Christopher Schmidt addressed concerns and suggested reaching out
Seminole County and Winter Springs Police Department to help educate and
reduce the problem with speeding on the trails. The Committee was in
consensus on staff exploring suggestions given.
Chairperson Sorrentino closed “Public Input”.
CONSENT AGENDA
300. Approval of the Minutes from the Wednesday, December 18, 2019
Bicycle and Pedestrian Regular Meeting.
“I APPROVE.” MOTION BY CHAIRPERSON SORRENTINO. SECONDED BY
COMMITTEE MEMBER ROSNER. DISCUSSION.
VOTE:
COMMITTEE MEMBER ROESNER: AYE
COMMITTEE MEMBER AMES: AYE
CHAIRPERSON SORRENTINO: AYE
MOTION CARRIED.
PUBLIC HEARINGS AGENDA
400. Not Used
REGULAR AGENDA – Part II
500. Meeting Time Discussion
Committee Member Ames relayed reasons on why the meeting time change
would be necessary. Committee Member Ames made a motion stating
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CITY OF WINTER SPRINGS, FLORIDA
MINUTES
BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE
REGULAR MEETING – JUNE 17, 2020
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“THE MOTION IS TO CHAGNE THE MEETING TIME FROM 5:30 [PM] TO 6:30
[PM] EVERYTIME WE MEET.” DISCUSSION.
Mr. Christopher Schmidt, Director, Community Development Department
gave staff suggestion on putting the Bicycle and Pedestrian Advisory
Committee at 6:30 pm consecutive to the Parks and Recreation Advisory
Committee starting the next calendar year.
Mr. Schmidt additionally suggested using social media for educational
purposes in helping to promote bicycle safety. The Committee was in
consensus with staff proceeding. Staff’s recommendation was to amend the
original motion to have staff take staff proposal to the City Manager and then
get an update at the next meeting.
“I WILL MAKE A MOTION THAT WE CHANGE THE TIME AS OF NEXT YEAR
TO FOLLOW THAT OF THE PARKS AND REC DEPARTMENT [ADVISORY
COMMITTEE AT 6:30 PM].” MOTION BY COMMITTEE MEMBER AMES.
SECONDED BY CHAIRPERSON SORRENTINO. DISCUSSION.
VOTE:
CHAIRPERSON SORRENTINO: AYE
COMMITTEE MEMBER ROESNER: AYE
COMMITTEE MEMBER AMES: AYE
MOTION CARRIED.
501. Discussion regarding having the City promote "Bike to Work Day"
along with "Walk to School Day" (October 2020) on the City Facebook page.
Christopher Schmidt prompts discussion about continuance of promoting
these days on Social Media. Consensus from the Committee to promote was
given. Add days to City Newsletter was suggested and agreed upon.
“I MOTION TO DIRECTOR YOU TO DO THAT [CONTINUE TO PROMOTE].”
MOTION BY CHAIRPERSON SORRENTINO. SECONDED BY COMMITTEE
MEMBER AMES. DISCUSSION.
VOTE:
COMMITTEE MEMBER AMES: AYE
CHAIRPERSON SORRENTINO: AYE
COMMITTEE MEMBER ROESNER: AYE
MOTION CARRIED.
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CITY OF WINTER SPRINGS, FLORIDA
MINUTES
BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE
REGULAR MEETING – JUNE 17, 2020
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REPORTS
Committee Member Roesner suggested to invite the City’s Crossing guards to
be recognize at the next meeting as a thank you.
PUBLIC INPUT
Chairperson Sorrentino opened “Public Input”.
No one spoke.
Chairperson Sorrentino closed “Public Input”.
ADJOURNMENT
Chairperson Sorrentino adjourned the Regular Meeting at 6:04 p.m.
RESPECTFULLY SUBMITTED:
_____________________________________
TRISTIN MOTTER
ASSISTANT TO THE CITY CLERK
NOTE: These Minutes were approved at the ______________, 2020 Bicycle and Pedestrian Advisory Committee Regular
Meeting.
11
CITY OF WINTER SPRINGS, FLORIDA
MINUTES
BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE
SPECIAL MEETING
MARCH 3, 2021
CALL TO ORDER
City Clerk Christian Gowan called the Special Meeting of March 3, 2021 of the
Bicycle and Pedestrian Advisory Committee to Order at 5:30 p.m., in the
Commission Chambers of the Municipal Building (City Hall, 1126 East State
Road 434, Winter Springs, Florida 32708).
Roll Call:
Vice-Chairperson Jeff Crandall, absent
Committee Member Loretta (Dolly) Ames, present
Committee Member Kevin Bolton, present
Committee Member Brian Mashburn, present
City Clerk Christian Gowan, present
No changes were made to the Agenda.
REGULAR AGENDA - PART I
500) Election for Chairperson of the Bicycle and Pedestrian Advisory
Committee for Calendar Year 2021
Mr. Gowan reviewed and then opened the nomination process.
Committee Member Kevin Bolton was nominated.
Mr. Gowan closed the nomination process and called the roll.
VOTE:
COMMITTEE MEMBER AMES: AYE
COMMITTEE MEMBER BOLTON: AYE
COMMITTEE MEMBER MASHBURN: AYE
MOTION CARRIED.
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CITY OF WINTER SPRINGS, FLORIDA
MINUTES BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE SPECIAL MEETING – MARCH 3, 2021
PAGE 2 OF 4
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
REGULAR MEETING | WEDNESDAY, JUNE 5, 2019 | PAGE 2 OF 4
501) Election for Vice-Chairperson of the Bicycle and Pedestrian Advisory
Committee for Calendar Year 2021
Chairperson Bolton opened the nomination process.
Committee Member Brian Mashburn was nominated.
Chairperson Bolton closed the nomination process and asked Mr. Gowan to
call the roll.
VOTE:
COMMITTEE MEMBER MASHBURN: AYE
CHAIRPERSON BOLTON: AYE
COMMITTEE MEMBER AMES: AYE
MOTION CARRIED.
AWARDS AND PRESENTATIONS
100) FDOT SR 419 Improvements Update
Presentation
Mr. Ashraf Elmagrahby and Mr. Ty Garner members of the Florida Department
of Transportation (FDOT) Project Team, 719 South Woodland Boulevard
DeLand, Florida presented on State Road 419 Improvements/Resurfacing and
discussed the project area, proposed safety and operational improvements,
proposed bicycle and pedestrian accommodations, and temporary traffic
control measures, including lane closures, that would be associated with the
project.
Discussion followed on accessibility and usability concerns for the elderly and
handicap populations, considerations of flyovers, and concerns about the
safety of keyholes.
Mr. Christopher Schmidt, Director, Community Development Department,
discussed recommendations his department had forwarded to FDOT and
reiterated that safety was the primary concern.
Further discussion followed on proposed crossing signals and the potential of
meeting again once a traffic study was completed
13
CITY OF WINTER SPRINGS, FLORIDA
MINUTES BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE SPECIAL MEETING – MARCH 3, 2021
PAGE 3 OF 4
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
REGULAR MEETING | WEDNESDAY, JUNE 5, 2019 | PAGE 3 OF 4
101) Parks and Recreation Master Plan Update by the East Central Florida
Regional Planning Council (ECFRPC)
Parks Master Plan Presentation
Mr. Matt Siebert, East Central Florida Regional Planning Council, Address
presented on the Parks and Recreation master Plan and encouraged Board
Members to attend a community session being held on March 11, 2021 at City
Hall.
102) Best Foot Forward Presentation
Mr. Christopher Schmidt, Director, Community Development Department
introduced Ms. Emily Hanna, Executive Director, Bike Walk Central Florida to
discuss Best Foot Forward.
Ms. Hanna reviewed the mission, partnerships, and projects that the
organization has completed, noted a report listing the Orlando area as the
most dangerous Metropolitan Statistical Area (MSA) for pedestrians and
cyclists, and reviewed low-cost engineering changes identified through
observation, data collection efforts, crosswalk audits, and online resources.
Discussion followed on the involvement of the Winter Springs Police
Department and funding mechanisms.
INFORMATIONAL AGENDA
PUBLIC INPUT
Mr. Rob Elliott, 925 Chokecherry Court, Winter Springs asked about potential
lane closures, future plans for road widening, and the impact the City’s arbor
ordinance may have on the SR 419 project.
CONSENT AGENDA
PUBLIC HEARINGS AGENDA
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CITY OF WINTER SPRINGS, FLORIDA
MINUTES BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE SPECIAL MEETING – MARCH 3, 2021
PAGE 4 OF 4
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
REGULAR MEETING | WEDNESDAY, JUNE 5, 2019 | PAGE 4 OF 4
REGULAR AGENDA - PART II
500) Staff Updates
Mr. Schmidt provided an update to the Committee on lighting along Michael
Blake Boulevard and around Winter Springs High School, proposed flashing
stop signs on the Cross Seminole Trail, and additional information on safety
concerns, plans, and coordination with Seminole County and FDOT.
Committee Members commented on sightline issues near Vistawilla Road,
safety concerns related to pedestrian crossings, and the need for improved
crosswalk options in the Town Center. PUBLIC INPUT
No one addressed the Committee.
ADJOURNMENT
Chairperson Bolton adjourned the Regular Meeting at 6:43 p.m.
RESPECTFULLY SUBMITTED:
_____________________________________ CHRISTIAN GOWAN
CITY CLERK
NOTE: These Minutes were approved at the ______________, 2021 Bicycle and Pedestrian Advisory Committee Regular Meeting.
15
The findings and recommendations provided in this document are provided for discussion purposes only. This
document is not complete and the process of acquiring relevant data is still on-going.
MID-BLOCK PEDESTRIAN CROSSING STUDY
DRAFT
S.R. 419: From Moss Road to Wade Street
Section 77070
M.P. 1.812 to 2.212
Seminole County
Prepared for:
FLORIDA DEPARTMENT OF TRANSPORTATION
DISTRICT 5 TRAFFIC OPERATIONS
719 South Woodland Boulevard, MS 3-562
DeLand, Florida 32720
Continuing Service Contract for Traffic Operations
Financial Project Identification Number: 237974-1-32-17
Contract Number: CA652
TEDS Contract Number: 11265
Task Work Order: 37
Study: 1
Prepared by:
Traffic Engineering Data Solutions, Inc.
80 Spring Vista Drive
DeBary, Florida 32713
April 2021
Prepared by: Colleen T. Jarrell, P.E. Professional Engineer:
Timothy Hill Colleen T. Jarrell, P.E.
P.E. Number 60128
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P a g e | i
Traffic Engineering Data Solutions, Inc. Section 77070: S.R. 419, from Moss Road to Wade Street
Winter Springs (Seminole County), Florida
TABLE OF CONTENTS
INTRODUCTION ................................................................................................................................................................... 1
EXISTING CONDITIONS ........................................................................................................................................................ 2
PEDESTRIAN & BICYCLE CROSSING VOLUMES .................................................................................................................................... 2
SPEED ZONE STUDY ............................................................................................................................................................. 8
QUALITATIVE ASSESSMENT ................................................................................................................................................. 9
OPERATIONS ............................................................................................................................................................................... 9
SAFETY ..................................................................................................................................................................................... 11
MAINTENANCE .......................................................................................................................................................................... 11
IMPROVEMENT RECOMMENDATIONS ............................................................................................................................... 12
APPENDIX .......................................................................................................................................................................... 13
LIST OF FIGURES
FIGURE 1 GENERAL LOCATION MAP .................................................................................................................................................... 1
FIGURE 2 EXISTING CONDITIONS DIAGRAM & PEDESTRIAN AND BICYCLE MOVEMENTS .................................................................................. 3
LIST OF TABLES
TABLE 1 SUMMARY OF EXISTING CONDITIONS ........................................................................................................................................ 2
TABLE 2 SPOT SPEED STUDY SUMMARY ............................................................................................................................................... 8
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P a g e | 1
Traffic Engineering Data Solutions, Inc. Section 77070: S.R. 419, from Moss Road to Wade Street
Winter Springs (Seminole County), Florida
INTRODUCTION
Traffic Engineering Data Solutions, Inc. (TEDS) was retained on behalf of the Florida
Department of Transportation (FDOT) to conduct a Mid-Block Pedestrian Crossing Study on
State Road (S.R.) 419 from Moss Road to Wade Street in Winter Springs (Seminole County),
Florida. A location map of the study corridor is shown below as Figure 1.
The study was initiated after a request by the City of Winter Springs to lower the speed limit on
S.R. 419 and to provide a mid-block crossing to access the newly extended Cross Seminole
Trail. The analysis methods used in completing this study are consistent with the Manual on
Uniform Traffic Control Devices (MUTCD), FDOT’s Manual on Uniform Traffic Studies (MUTS),
FDOT’s Traffic Engineering Manual (TEM) and engineering judgment. This report documents
existing conditions, vehicle / pedestrian / bicycle counts, spot speed studies, qualitative
assessments, and recommendations.
Figure 1
General Location Map
Source: MapQuest
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P a g e | 2
Traffic Engineering Data Solutions, Inc. Section 77070: S.R. 419, from Moss Road to Wade Street
Winter Springs (Seminole County), Florida
EXISTING CONDITIONS
S.R. 419 is predominantly north/south, extending from S.R. 434 to U.S. 17/92 in Winter
Springs; however S.R. 419 extends east/west within the 0.4 mile study segment. For the
purposes of this study, S.R. 419 will be referred to as an east/west roadway. S.R. 419 is a two-
lane undivided arterial with paved shoulders. The Cross Seminole Trail was recently extended
to join two non-contiguous segments of the trail. The new trail construction along the north side
of S.R. 419, from just east of Moss Road to Layer Elementary School. Table 1 summarizes the
existing conditions for the study area. An existing condition diagram is provided as Figure 2
and a straight-line diagram is included in the Appendix.
Table 1
Summary of Existing Conditions
Feature Description
Main Street S.R. 419
Study Segment Moss Road (M.P. 1.812) to Wade Street (M.P. 2.212)
Area Location Winter Springs (Seminole County), Florida
Adjacent Land Uses Primarily residential land uses on the south side of the roadway and
commercial/industrial on the north side of the roadway
Adjacent Signalized
Intersections
East: Layer Elementary School – M.P. 2.334 (645 feet east of Wade Street)
West: Edgemon Avenue – M.P. 1.674 (730 feet west of Moss Road)
S.R. 419
Cross Section: Two-lane undivided arterial with paved shoulders and no curb
and gutter
Access Class: Class 3
AADT (year 2019): 17,400 vehicles per day (vpd)
Roadway Alignment: Horizontal Curve throughout the western half of the
corridor from Moss Road to Sherry Avenue
Posted Speed Limit: 55 mph (M.P. 1.812 to M.P. 2.145) and 45 mph (M.P.
2.145 to M.P. 2.212)
Pedestrian Crossings: None
Sidewalks: None
Utilities: Overhead powerlines along both sides of the roadway
Street Lighting: None
Posted Speed Limit – 55 MPH
Pedestrian & Bicycle Crossing Volumes
Eight-hour pedestrian and bicycle counts were obtained along S.R. 419, from Moss Road to
Wade Street on Saturday, March 27, 2021, from 9:00 a.m. to 5:00 p.m. in order to determine
the locations people are crossing to access the trail. The pedestrian and bicycle crossings are
summarized on the existing conditions diagram, Figure 2. Throughout the corridor,
pedestrian and bicycle activity was low in which seven (7) pedestrians and 26 bicyclists were
observed crossing S.R. 419 within the 8-hour period. Further details of pedestrian activities
are summarized in the Qualitative Assessment section.
19
(M.P. 1.812)
LIMIT: S.R. 419
WESTERN STUDY
S.R. 419
EDGEMON AVENUERevWorks
Winter Springs Industrial Park
MATCHLINE Ax7
N
50
Feet
0 10
WINTER SPRINGS (SEMINOLE COUNTY) - FLORIDA
S.R. 419 FROM MOSS ROAD TO WADE STREET
SECTION 77070 -- MP 1.812 TO 2.212DEPARTMENTPOLICEWINTER SPRINGSCENTERCIVIC & SENIORV.F.W. POST 5405Edgemon AveS
.R
. 419
S.R. 419Edgemon AveUtility Pole
Traffic Sign Traffic Controller Cabinet
Ditch Bottom Inlet
Pedestrian Signal Pole
Signal Pole
Luminaire
NO.
PAGE
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA
Inlet
Symbols:
Fax: 386.753.0778
Phone: 386.753.0558
DeBary, FL 32713
80 Spring Vista Drive
Traffic Engineering Data Solutions, Inc.
Observed Pedestrian Movement
Observed Bicycle Movement
Movement Volume
Pedestrian/Bicycle Movement Legend:
AND BICYCLE MOVEMENTS
EXISTING CONDITIONS DIAGRAM & PEDESTRIAN
FIGURE 2
3 20
85TH: 54.2 MPH
M.P. - 1.886
LOCATION #1
SPOT SPEED
S.R. 419
MOSS ROADWinter Springs Industrial Park
Residential
Residential
Cross Seminole Trail
MATCHLINE AMATCHLI
NE Bx1
x1
x4
x4 x1
x4
x7
N
50
Feet
0 10
WINTER SPRINGS (SEMINOLE COUNTY) - FLORIDA
S.R. 419 FROM MOSS ROAD TO WADE STREET
SECTION 77070 -- MP 1.812 TO 2.212
STOPMOSS RDS.R. 419 24STATION FIRE DEPARTMENTPOLICEWINTER SPRINGSUtility Pole
Traffic Sign Traffic Controller Cabinet
Ditch Bottom Inlet
Pedestrian Signal Pole
Signal Pole
Luminaire
NO.
PAGE
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA
Fax: 386.753.0778
Phone: 386.753.0558
DeBary, FL 32713
80 Spring Vista Drive
Traffic Engineering Data Solutions, Inc.
Inlet
Symbols:
Observed Pedestrian Movement
Observed Bicycle Movement
Movement Volume
Pedestrian/Bicycle Movement Legend:
AND BICYCLE MOVEMENTS
EXISTING CONDITIONS DIAGRAM & PEDESTRIAN
FIGURE 2
AND BICYCLE MOVEMENTS
EXISTING CONDITIONS DIAGRAM & PEDESTRIAN
FIGURE 2
4 21
S.R. 419
Residential
Cross Seminole Trail
Residential
SHERRY AVENUEGEORGE STREET MATCHLINE CMATCHLINE Bx2
x2
x7
N
50
Feet
0 10
WINTER SPRINGS (SEMINOLE COUNTY) - FLORIDA
S.R. 419 FROM MOSS ROAD TO WADE STREET
SECTION 77070 -- MP 1.812 TO 2.212
STOP
S.R. 419SHERRY AVEUtility Pole
Traffic Sign Traffic Controller Cabinet
Ditch Bottom Inlet
Pedestrian Signal Pole
Signal Pole
Luminaire
NO.
PAGE
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA
Fax: 386.753.0778
Phone: 386.753.0558
DeBary, FL 32713
80 Spring Vista Drive
Traffic Engineering Data Solutions, Inc.
Inlet
Symbols:
Observed Pedestrian Movement
Observed Bicycle Movement
Movement Volume
Pedestrian/Bicycle Movement Legend:
AND BICYCLE MOVEMENTS
EXISTING CONDITIONS DIAGRAM & PEDESTRIAN
FIGURE 2
5 22
85TH: 53.7 MPH
M.P. - 2.090
LOCATION #2
SPOT SPEED
Cross Seminole Trail
Residential Residential
GEORGE STREET
S.R. 419 WADE STREETMATCHLINE CMATCHLINE Dx1
x4
x1
x7
N
50
Feet
0 10
WINTER SPRINGS (SEMINOLE COUNTY) - FLORIDA
S.R. 419 FROM MOSS ROAD TO WADE STREET
SECTION 77070 -- MP 1.812 TO 2.212ONLYDELIVERIES LOCAL AHEADSTOPS.R. 419WADE STCENTERCOUNSELING GROVE Utility Pole
Traffic Sign Traffic Controller Cabinet
Ditch Bottom Inlet
Pedestrian Signal Pole
Signal Pole
Luminaire
NO.
PAGE
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA
Fax: 386.753.0778
Phone: 386.753.0558
DeBary, FL 32713
80 Spring Vista Drive
Traffic Engineering Data Solutions, Inc.
Inlet
Symbols:
Observed Pedestrian Movement
Observed Bicycle Movement
Movement Volume
Pedestrian/Bicycle Movement Legend:
AND BICYCLE MOVEMENTS
EXISTING CONDITIONS DIAGRAM & PEDESTRIAN
FIGURE 245LIMITSPEEDLIMITSPEED45LIMITSPEED55
6 23
(M.P. 2.212)
LIMIT: S.R. 419
EASTERN STUDY
Cross Seminole Trail
Undeveloped UndevelopedWADE STREETS.R. 419 LAYER ELEMENTARY SCHOOLMATCHLINE Dx3
x3
x2
x7
N
50
Feet
0 10
WINTER SPRINGS (SEMINOLE COUNTY) - FLORIDA
S.R. 419 FROM MOSS ROAD TO WADE STREET
SECTION 77070 -- MP 1.812 TO 2.212AHEADJCT434STOP
S.R. 419WADE STLAYER ELEMENTARYUtility Pole
Traffic Sign Traffic Controller Cabinet
Ditch Bottom Inlet
Pedestrian Signal Pole
Signal Pole
Luminaire
NO.
PAGE
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA
Fax: 386.753.0778
Phone: 386.753.0558
DeBary, FL 32713
80 Spring Vista Drive
Traffic Engineering Data Solutions, Inc.
Inlet
Symbols:
Observed Pedestrian Movement
Observed Bicycle Movement
Movement Volume
Pedestrian/Bicycle Movement Legend:
AND BICYCLE MOVEMENTS
EXISTING CONDITIONS DIAGRAM & PEDESTRIAN
FIGURE 2
7 24
P a g e | 8
Traffic Engineering Data Solutions, Inc. Section 77070: S.R. 434, from Moss Road to Wade Street
Winter Springs (Seminole County), Florida
SPEED ZONE STUDY
Based on a field review, the posted speed limit signs along the study section of S.R. 419 were
identified and the locations graphically depicted on the existing conditions diagram provided in
Figure 2.
Spot speed checks were conducted at two (2) locations depicted on the existing conditions
diagram. Many factors affect driver behavior on the roadway such as the proximity of roadside
hazards, the frequency of driveways or side streets, roadway geometry and/or the presence of
pedestrians, etc. Therefore, the locations for the speed analysis were chosen where vehicles
were traveling at unrestricted free flow speeds.
Two (2) of the common descriptive statistical measures utilized in determining the prevailing
speed are the 85th percentile speed and the 10 mph pace. The 85th percentile speed is the
speed at or below which 85 percent of the free-flowing vehicles are traveling. The 10 mph
pace is the 10 mph range containing the highest number of vehicles from the study data. The
85th percentile speed and 10 mph pace were calculated for both locations as shown in Table 2
with details included in the Appendix.
Table 2
Spot Speed Study Summary
The Speed Zoning Manual states that a speed limit should not differ from the 85th percentile
speed or upper limit of the 10-mph pace by more than 3 mph and it shall not be less than 8
mph. The posted speed limit within the study limits is 55 mph and the combined 85th percentile
speed ranged from 53 to 54 mph with the upper limit of the 10-mph pace being 55 mph. Given
the 85th percentile speed is within the acceptable range of the posted speed limit, it is
recommended the existing 55 mph speed zone remain in place.
Site Location
(West to East)
Posted
Speed Limit
(MPH)
85th Percentile
Speed (MPH)
(Eastbound)
85th Percentile
Speed (MPH)
(Westbound)
Combined 85th
Percentile
Speed (MPH)
1 ~ 390 feet east of
Moss Road 55 55 54 54 46 -55
2 ~ 530 feet east of
Sherry Avenue 55 54 53 53 46 -55
Combined
10 MPH
Pace
25
P a g e | 9
Traffic Engineering Data Solutions, Inc. Section 77070: S.R. 434, from Moss Road to Wade Street
Winter Springs (Seminole County), Florida
QUALITATIVE ASSESSMENT
S.R. 419, from Moss Road to Wade Street was observed by a registered professional engineer
during the weekend peak hours. The goal of the observations was to determine the need for
mid-block crossing opportunities to access the Cross Seminole Trail.
Operations: Operations include the efficiency of operation and interaction of motor vehicles,
pedestrians, and bicycles along the segment.
• FDOT has an upcoming roadway project (FPID 441019-1) that will resurface all travel
lanes of S.R. 419, from S.R. 434 to U.S. 17/92 and add pedestrian lighting at signalized
intersections. Specific to the study area, this project will also add sidewalks to the south
side of S.R. 419, from Edgemon Avenue to Wade Street. The project letting date is
currently July 28, 2021 and a copy of the roadway plans are provided in the Appendix. • The Cross Seminole Trail extends from the Orange County line (near Aloma Avenue
and Howell Branch Road) to Volusia County (near I-4 and US. 17/92). A 0.60-mile
segment of trail was recently constructed to connect the two non-contiguous segments
of the trail between one (1) mile south of Osprey Trial to Layer Elementary School. The
trail project has been completed; however, field observations revealed the trail
terminates on either side of the railroad tracks and is not currently a completed
connection. • Traffic signals are provided at Edgemon Avenue and Layer Elementary School, a
spacing of approximately 3,500 feet. Pedestrian features (pedestrian push buttons,
countdown timers and crosswalks) are provided at the Layer Elementary School
intersection. An additional review was conducted on a school day. Crossing Guards are
present at the Layer Elementary School intersection to assist students with crossings
during school arrival and dismissal. All school-aged children were observed crossing at
the traffic signal with the crossing guards. • Based on driving with the flow of traffic, vehicular speeds were noted to be relatively
consistent with the posted 55 mph speed limit during non-congested periods. During the
school arrival and dismissal periods, travel speeds were observed to be slower than the
posted speed limit. • The area south of S.R. 419 is primarily residential while the area to the north is a mix of
industrial and commercial land uses. Access to the north is only provided via Wade
Street while all sidestreets provide access to the residential areas to the south. • During the observation periods, vehicular traffic along S.R. 419 was moderate to low
with large gaps provided in both directions.
• The preliminary context classification of the study corridor is C3C – Suburban
Commercial. • Within the study limits, motorists on S.R. 419 (both eastbound and westbound)
generally have a clear line of sight of any pedestrians located on either side of S.R. 419,
and pedestrians crossing S.R. 419 have a clear unimpeded view of approaching
vehicles. • A greater number of bicycle crossings were observed than pedestrian crossings. The
highest frequency of crossings occurred just east of Moss Road, where eastbound
cyclists appeared to approach from Edgemon Avenue, travel along the eastbound
shoulder and cross S.R. 419 at the bend in the trail. Some cyclists were observed
crossing the eastbound lane and travelling in the painted gore area while waiting for a
gap in westbound traffic to finish their crossings. Additionally, cyclists were occasionally
26
P a g e | 10
Traffic Engineering Data Solutions, Inc. Section 77070: S.R. 434, from Moss Road to Wade Street
Winter Springs (Seminole County), Florida
observed using the parking lot areas (within businesses on the north side of S.R. 419)
between Edgemon Avenue and the trail to access the trail. No conflicts were observed. • Many of the pedestrians/bicyclists who crossed S.R. 419 to access the trail were
observed continuing east on the trail. The crossings could have been completed at the
signalized intersection at Layer Elementary School. • Pedestrian features are not provided at the signalized intersection at Edgemon Avenue,
however will be added as part of the upcoming resurfacing project. Providing a sidewalk
connection on the north side of S.R. 419, between Edgemon Avenue and the trail
(approximately 1,000 feet), could reduce the occurrence of mid-block crossings to the
east (see photo below). A drainage swale and other utilities are located along the north
side of S.R. 419 in this segment. It is recommended a drainage analysis and utility
impact assessment be completed to determine the feasibility of constructing a
sidewalk along the north side of S.R. 419.
• FDOT’s Traffic Engineering Manual (TEM) identifies the need for a mid-block pedestrian
crosswalk based on proximity of significant generators, pedestrian demand, pedestrian-
vehicle crash history, and distance between crossing locations. Pedestrian demand
meets the thresholds when there are:
o At least 20 pedestrian crossings during any one (1) hour of an average day,
o At least 18 pedestrian crossings during each of any two (2) hours of an average
day; or
o At least 15 pedestrian crossings during each of any three (3) hours of an average
day.
Based on the pedestrian and bicycle crossing volumes, thresholds for a mid-block
crosswalk are not met at this time. It should be noted the crossing volume criteria is for
a specific location while the volumes collected span a distance of 2,100 feet and still do
27
P a g e | 11
Traffic Engineering Data Solutions, Inc. Section 77070: S.R. 434, from Moss Road to Wade Street
Winter Springs (Seminole County), Florida
not meet the threshold criteria. Based on the crossings observed, it was not apparent
that a specific crossing location would be used even if it was provided. • Based on the low pedestrian/bicycle crossing volumes, the 55 mph travel speeds on
S.R. 419 and the availability of a signalized pedestrian crossing at Layer Elementary
School, a mid-block pedestrian crossing is not recommended at this time.
Pedestrians crossing SR 419 were observed to generally be traveling east-west, parallel
to SR 419. Rather than introducing an unsignalized crossing location, the overall
strategy of providing sidewalks to the signalized crossing at Layer Elementary provides
a better solution that appears to meet the needs of the users observed.
Safety:
A detailed analysis of the collision history was not completed as part of this study evaluation;
however, the crash data for the 36-month period between April 1, 2018 and March 31, 2021
was obtained from University of Florida’s Signal Four Analytics and a preliminary review was
conducted. Based on the preliminary collision analysis, no pedestrian or bicycle related
crashes have been reported within the study segment.
Maintenance:
During the various field reviews the condition of the study intersection’s pavement, striping,
and signing were observed to be in fair to good condition. With the resurfacing project
scheduled to begin in July 2021, no maintenance improvements are recommended at this
time.
28
P a g e | 12
Traffic Engineering Data Solutions, Inc. Section 77070: S.R. 434, from Moss Road to Wade Street
Winter Springs (Seminole County), Florida
IMPROVEMENT RECOMMENDATIONS
Based on the data collected, field observations, and engineering judgment, the following
recommendations are offered for the section of S.R. 434 from Moss Road to Wade Street
located in Winter Springs (Seminole County), Florida:
• Maintain the existing 55 mph posted speed limit.
• Conduct a drainage analysis and utility impact assessment to determine the feasibility of
constructing a sidewalk on the north side of S.R. 419, from Edgemon Avenue to the
trail.
• A mid-block crossing is not recommended at this time.
29
P a g e | 13
Traffic Engineering Data Solutions, Inc. Section 77070: S.R. 434, from Moss Road to Wade Street
Winter Springs (Seminole County), Florida
APPENDIX
30
FEATURES
ROADWAY0.015FROM SR-15US-17/92/SR-15/6000.000US-17/92/SR-15/600TO SR-150.0150.000US-17/92/SR-15/6000.001WHITE PINE LNGOLDEN BIRCH LN 0.179 0.219 0.353HIGH ST0.3570.481OSPREY TRL0.616EDGEMON AVE 1.674MOSS RD 1.812SHERRY AVE 1.9902.2122.2122.334TO SR-4342.522FROM SR-4342.5432.543CRKSOLDIERSCHOOLLAYER ELEMWADE STFROM SR-434TRANSFER STACOUNTY1.6602.2532.2742.500VALENTINE WAYVersion: 1.4.2.27 03/06/2020
STRAIGHT LINE DIAGRAM OF ROAD INVENTORY
FLORIDA DEPARTMENT OF TRANSPORTATIONDATE
BY
5 YR INV SLD REV BMP EMP INV SLD REV
02/05/2020 03/09/2020
INT. or US ROUTE NO.STATE ROAD NO.
SR 419/SR 434
COUNTY
SEMINOLE
DISTRICT
05
ROADWAY ID
77070000
SECTION STATUS
12
SHEET NO:
1 OF 2
ARE AVERAGED
LANE WIDTHS 0.000*|<SR 419
*|<=SR-419
* ORLANDO
INSIDE URBAN, OUTSIDE CITY
1.615*|<SR 419
*|<=SR-419
* ORLANDO
* WINTER SPRINGS
INSIDE CITY, AND URBAN
0.0002 - 6.0' LWN SHLD2
2 - 4.0' PVD SHLD1
15.0 PVD MED
1 - 11.0'L + 2 - 12.0'R RDWY
70.0' - 11.0'L+24.0'R
0.2202 - 6.0' LWN SHLD2
2 - 4.0' PVD SHLD1
12.0 PVD MED
1 - 11.0'L + 2 - 12.0'R RDWY
67.0' - 11.0'L+24.0'R0.2292 - 6.0' LWN SHLD2
2 - 4.0' PVD SHLD1
12.0 PVD MED
1 - 12.0'L + 1 - 11.0'R RDWY
55.0' - 12.0'L+11.0'R
0.7902 - 6.0' LWN SHLD2
2 - 4.0' PVD SHLD1
2 - 12.0' RDWY
44.0' - 24.0'1.5032 - 6.0' LWN SHLD2
2 - 4.0' PVD SHLD1
12.0 PVD MED
2 - 12.0' RDWY
56.0' - 24.0'1.6746.0' LWN SHLD2 - RT
2.0' C&G SHLD2 - LT
2 - 4.0' PVD SHLD1
12.0 PVD MED
2 - 12.0' RDWY
52.0' - 24.0'1.8126.0' LWN SHLD2 - RT
10.0' LWN SHLD2 - LT
2 - 4.0' PVD SHLD1
12.0 PVD MED
2 - 12.0' RDWY
60.0' - 24.0'1.94810.0' LWN SHLD2 - LT
4.0' PVD SHLD1 - LT
2 - 12.0' RDWY
38.0' - 24.0'2.0306.0' LWN SHLD2 - RT
10.0' LWN SHLD2 - LT
2 - 4.0' PVD SHLD1
12.0 PVD MED
2 - 12.0' RDWY
60.0' - 24.0'0.5350010
MP 0.000 TO MP 2.020
SEE ROADWAY ID: 77070002
REALIGNMENT
(MP 2.543 TO MP 4.642)
DELETED
(MP 2.543 TO MP 4.642)
COMPOSITION
ROADWAY
0.00028/FC-12.5
28/FC-12.5 0.79028/FC-6
1.50328/FC-6
28/FC-6 1.94828/FC-6
2.03028/FC-6
28/FC-6
ALIGNMENT
HORIZONTAL
B=S66°00'34"E B=S58°00'34"E B=S64°28'19"E B=S77°24'57"E B=S07°04'23"E
Δ=90°00'00.00"
PI=2.543
PT=0.057
PI=0.031
PC=0.000
D=19°00'
Δ=48°39'00"
PT=0.309
PI=0.271
PC=0.233
D=2°00'
Δ=8°00'00"
D=2°00'
Δ=6°27'45"
PT=0.386
PI=0.355
PC=0.324
D=2°30'
Δ=12°56'38.00"
PT=0.584
PI=0.534
PC=0.485
D=2°30'
Δ=70°20'34.00"
PT=1.973
PI=1.667
PC=1.440 PT=2.365
PI=2.323
PC=2.282
D=1°34'
Δ=4°23'57"
PT=2.537
PI=2.521
PC=2.507
D=24°17'
Δ=44°00'08.00"
DESCRIPTION
STRUCTURE
0.4512 - 24" X 64' CC1.1332 - 24" X 64' CC2.3862 - 54" X 124' CCCB
37'0.8100.817#0036
SIS
FUN CLASS
0.000URBAN MINOR ART
SPEED LIMIT
0.00045MPH
0.47645MPH
0.80055MPH
2.14545MPH
2.39245MPH
DISTRICT USE
AC MAN CLS
0.000ACCESS CLASS03
2.543ACCESS CLASS03
0.0 1.0 2.0 3.0
FEATURES
ROADWAY
ARE AVERAGED
LANE WIDTHS 5.538*|<SR 419/SR 434
*|<=SANFORD OVIEDO RD
* ORLANDO
* WINTER SPRINGS
INSIDE CITY, AND URBAN
5.5382 - 2.0' C&G SHLD2
2 - 4.0' PVD SHLD1
2 - 2.0' PVD INSHLD1
46.0 VEG MED
4 - 11.0' RDWY
102.0' - 44.0'5.5782 - 2.0' C&G SHLD2
2 - 4.0' PVD SHLD1
2 - 2.0' PVD INSHLD1
46.0 TFSP MED
4 - 11.0' RDWY
102.0' - 44.0'5.6582 - 2.0' C&G SHLD2
2 - 4.0' PVD SHLD1
2 - 2.0' PVD INSHLD1
46.0 VEG MED
4 - 11.0' RDWY
102.0' - 44.0'TUSCORA DR 5.538CREEK RUN WAY 5.907UNSIGNED RD5.907BRANCH CRKHOWELLMP 0.000 TO MP 2.020
SEE ROADWAY ID: 77070002
REALIGNMENT
(MP 2.543 TO MP 4.642)
MP 0.000 TO MP 0.855
SEE ROADWAY ID: 77070003
REALIGNMENT
(MP 4.642 TO MP 5.538)
DELETED
(MP 2.543 TO MP 4.642)
DELETED
(MP 4.642 TO MP 5.538)
COMPOSITION
ROADWAY
5.53828/FC-35.57828/FC-3
ALIGNMENT
HORIZONTAL
CURVE DATA NOT FIELD VERIFIED
B=S57°09'16"E B=S55°09'16"E
PI=5.730
Δ=2°00'00.00"
DESCRIPTION
STRUCTURE
CB
42.2'5.7805.788#0076
BR
348.5'5.5915.657#0072
SIS
FUN CLASS
5.538URBAN PRIN ART OTHER
SPEED LIMIT
5.53850MPH
DISTRICT USE
AC MAN CLS
5.538ACCESS CLASS03
3.0 4.0 5.0 6.0
FIELD VERIFIED
CURVE DATA NOT HOWELL CRKHNTB HNTB
31
FLORIDA DEPARTMENT OF TRANSPORTATION
VEHICLE SPOT SPEED STUDY
LOCATION ID: SECTION:
LOCATION:1 City: MP:
SPEED LIMIT (MPH):55 Weather:5 County:
DATE: 03/30/21
OBSERVER:Dave M.Time From:8 To:
REMARKS:N28.7053, W81.3019
Cumulative SPEED Cumulative CUM
Total TOTAL MPH TOTAL Total TOTAL TOTAL
103 75 103 0 206
103 74 103 0 206
103 73 103 0 206
103 72 103 0 206
103 71 103 0 206
103 70 103 0 206
103 69 103 0 206
103 68 103 0 206
103 67 103 0 206
103 66 103 0 206
103 65 1 103 1 206
103 64 102 0 205
103 1 63 102 1 205
102 1 62 102 1 204
101 61 102 0 203
101 1 60 102 1 203
100 1 59 2 102 3 202
99 2 58 1 100 3 199
97 1 57 99 1 196
96 6 56 2 99 8 195
90 8 55 6 97 14 187
82 15 54 7 91 22 173
67 8 53 5 84 13 151
59 7 52 8 79 15 138
52 12 51 12 71 24 123
40 15 50 16 59 31 99
25 13 49 14 43 27 68
12 5 48 11 29 16 41
7 3 47 10 18 13 25
4 1 46 3 8 4 12
3 3 45 3 5 6 8
0 44 2 2 2 2
0 43 0 0 0
0 42 0 0 0
0 41 0 0 0
0 40 0 0 0
0 39 0 0 0
0 38 0 0 0
0 37 0 0 0
0 36 0 0 0
0 35 0 0 0
103 TOTALS 103 206
Eastbound Speed Data Summary Westbound BOTH
54.7 85th Percentile Speed (mph)53.5 54.2
51.0 49.5 50.2
47-56 10 mph PACE 46-55 47-56
Eastbound Westbound Both Directions
50th Percentile Speed (mph)
Z:\2019 Projects\11265 (FDOT-5 Traffic Ops)\Work Orders\Task Work Orders_Active\TWO 37_ 419 at Moss RD_Wade St\DATA\Speed Data
Form (SITE 1 - CORRECTED)32
FLORIDA DEPARTMENT OF TRANSPORTATION
VEHICLE SPOT SPEED STUDY
LOCATION ID: SECTION:
LOCATION:2 City: MP:
SPEED LIMIT (MPH):55 Weather:5 County:
DATE: 03/30/21
OBSERVER:Dave M Time From:11 To:
REMARKS:n 28.7048 w81.2986
Cumulative SPEED Cumulative CUM
Total TOTAL MPH TOTAL Total TOTAL TOTAL
101 73 103 0 204
101 72 103 0 204
101 71 103 0 204
101 70 103 0 204
101 69 103 0 204
101 68 103 0 204
101 67 103 0 204
101 66 103 0 204
101 1 65 103 1 204
100 64 103 0 203
100 63 103 0 203
100 62 103 0 203
100 61 103 0 203
100 60 103 0 203
100 59 103 0 203
100 3 58 1 103 4 203
97 2 57 1 102 3 199
95 3 56 2 101 5 196
92 7 55 6 99 13 191
85 9 54 9 93 18 178
76 12 53 10 84 22 160
64 15 52 15 74 30 138
49 9 51 13 59 22 108
40 11 50 15 46 26 86
29 12 49 14 31 26 60
17 9 48 7 17 16 34
8 4 47 5 10 9 18
4 2 46 2 5 4 9
2 2 45 3 3 5 5
0 44 0 0 0
0 43 0 0 0
0 42 0 0 0
0 41 0 0 0
0 40 0 0 0
0 39 0 0 0
0 38 0 0 0
0 37 0 0 0
0 36 0 0 0
0 35 0 0 0
0 34 0 0 0
0 33 0 0 0
101 TOTALS 103 204
Eastbound Speed Data Summary Westbound BOTH
54.1 85th Percentile Speed (mph)53.4 53.7
51.1 50.4 50.7
47-56 10 mph PACE 47-56 47-56
Eastbound Westbound Both Directions
50th Percentile Speed (mph)
Z:\2019 Projects\11265 (FDOT-5 Traffic Ops)\Work Orders\Task Work Orders_Active\TWO 37_ 419 at Moss RD_Wade St\DATA\Speed Site 2 33
34
35
36
37
38
39
40