Sunnyvale City Council
August 8, 2023

HOMESTEAD ROAD BIKE LANE STUDY
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May 2023

FINAL REPORT
Attachment 2

Page | 2

HOMESTEAD ROAD BIKE LANE STUDY
May 2023

CONTENTS

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Attachment 2

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HOMESTEAD ROAD BIKE LANE STUDY
CHAPTER 1:

INTRODUCTION AND

BACKGROUND

STUDY OVERVIEW
Homestead Road, for approximately 3 miles,
between Bernardo Avenue and the Kaiser
Entrance has part-time bike lanes that restrict
vehicular parking (Monday through Friday 7:00
AM to 6:00 PM) along some parts of the corridor.

Vehicular parking is allowed in the bike lanes
outside of these hours on weekdays and all day
on weekends. This segment of Homestead Road
is split between the City of Sunnyvale and the
City of Cupertino. The northern side of the street
is generally in Sunnyvale, and the southern side
of the street is generally in Cupertino (see Figure
1). The Cupertino portion of Homestead Road
has full-time bike lanes. The goal of this study is
to evaluate the conversion of the part-time bike
lanes to full-time bike lanes to improve bicycle
usability and safety along this corridor.
1 November 17, 2015, City Council Agenda Item 15-0983 “Discussion and Possible Action Regarding the Conversion of Part-Time Bicycle Lanes on Homestead Road to Full-Time Bicycle Lanes (Study Issue)”, including Report to Council, minutes, and City Council action.

S

TUDY BACKGROUND
Conversion of part-time bike lanes on Homestead
Road to full-time bike lanes was studied and
presented to the City Council in November 20151.

The study consisted of an evaluation of existing
conditions including parking utilization, traffic
and bike counts, collisions, and community
outreach with adjacent property owners. The
study found that Homestead Road has high
vehicular volumes, low bicycle volumes, low
number of bicycle collisions, and low on-street
parking utilization. The study found that full-time
bike lanes would result in the loss of on-street
parking on Homestead Road and identified strong
community opposition to the removal of on-
street parking. The study recognized a potential
for change in transportation patterns and bike
volumes with the Apple Campus development,
which was under construction at the time.

Therefore, the Staff recommended maintaining
the existing conditions and to revisit this
study
after a minimum of three years and after the
Apple Campus was fully operational. City
Council made the motion to approve the Staff
recommendation.

Since then, the new Apple Campus located along
this corridor has been built and occupied. The
Apple Campus, along with Homestead High
School, Cupertino Middle School, and West Valley
Elementary School are likely generators of bicycle
trips along this corridor
.

This study commenced in May 2022, to analyze
the current vehicle and bicycle circulation and
parking usage in the area and to re-evaluate the
potential implementation of full-time bike lanes.

As a part of this study, extensive outreach with
local residents and stakeholders was conducted,
including small group interviews with neighboring
schools, school districts, and jurisdictions,
three community meetings, and an online
survey. This community outreach helped guide
the development and evaluation of potential
alternatives for this corridor.

The study also analyzed multiple years of collision
data, as well as multiple weekdays and weekend
days of average daily traffic (ADT) counts, bicycle
counts, parking counts, and parking violations.

Results from the data analysis are summarized
in this Report with full memoranda and
methodologies included
as Appendices.

The City Council will
consider the design
alternatives and decide
the best path forward
given the collected
community input and
analysis findings.
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Study Corridor
City Boundary
Parks
School
Homestead Full-Time Bike Lane Study
Figure 1
Project Limits
Figure 1 Project Limits
May
2023
Attachment 2

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HOMESTEAD ROAD BIKE LANE STUDY
May 2023

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ADOPTED PLANS AND POLICIE S
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The City of Sunnyvale has adopted plans to guide
the implementation of improvements to the
City’s bicycle and pedestrian faciliƟ es.

The City’s General plan includes goals and
policies relaƟ ng to future land use development
and transportaƟ on improvements. The
framework for the General Plan’s Land Use and
TransportaƟ on chapter is based on a concept of
a Complete Community, which includes features
like comfortable, safe, convenient, and complete
pedestrian and bicycle networks throughout
Sunnyvale and reducƟ on in automobile trip-
making. The City’s policies also prioriƟ ze the
movement of bicycles, pedestrians, and vehicles
over parking.

The City’s AcƟ ve TransportaƟ on Plan idenƟ fi es
several crossing and traffi c control improvements
to intersecƟ ons along Homestead Road, and the
City’s Vision Zero study idenƟ fi es Homestead
Road, between Sunnyvale Saratoga Road and
Wolfe Road, as part of the City’s High Injury
Network. Homestead Road between Heron
Avenue and Wolfe Road is also idenƟ fi ed as one
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Boundaries + Destinations
Public School
Caltrain Station
Light Rail Station
Mission College
Park
City Boundary
Existing Bikeways
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bicycle Lane
Class III Bicycle Route
Class IV Separated Bikeway
Pedestrian Bridge (Walk Bike)
Neighborhood Cut Through **Homestead Rd offers part-time bicycle lanes.

Source: Sunnyvale AcƟ ve
TransportaƟ on Plan, 2020
Sunnyvale ExisƟ ng Bicycle Network
Attachment 2

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HOMESTEAD ROAD BIKE LANE STUDY
May 2023
of the City’s priority project locaƟ ons due to a
history of high collision densiƟ es and a high level
of public feedback on perceived issues and safety
concerns.

The City also implemented pedestrian and
bicycle improvements along Homestead Road
near Homestead High School, funded through
One Bay Area Grants (OBAG) 2 Vehicle Emission
ReducƟ ons Based at Schools (VERBS) grant
funding. The proposed improvements include
traffi c signal modifi caƟ ons, installaƟ on of high
visibility crosswalks, shortening crossing distance
for pedestrians, installaƟ on of green buff ered
bike lanes, and improvements to the connecƟ on
between Homestead Road and the Mary Avenue
Bridge Trail.

Cç֛Ùã®ÄÊ
City of CuperƟ no’s General Plan – Mobility
Element designates Homestead Road as a
Boulevard (Arterial) that focuses on access and
safe crossing for all modes of travel along a
regional transportaƟ on corridor. The City’s Bicycle
TransportaƟ on Plan idenƟ fi es Class II buff ered
bike lanes along Homestead Road between Mary
Avenue and Tantau Avenue and intersecƟ on
improvements at Mary Avenue and Homestead
Road.

SƒÄムC½ƒÙƒ C ÊçÄãù
The 2018 Countywide Bicycle Plan idenƟ fi es
Homestead Road as a priority cross county
bicycle corridor (CCBC). Design principles of a
CCBC along local roadways are required to meet
several basic design principles such as providing
full-Ɵ me bike access all year.

The County also conducted the Homestead Road
Safe Routes to School Study in May 2019, to
develop infrastructure recommendaƟ ons that
are feasible and implementable in the near-term.

RecommendaƟ ons include bicycle and pedestrian
improvements that serve all ages and abiliƟ es,
connecƟ ng students along the Homestead Road
corridor to West Valley Elementary School,
CuperƟ no Middle School, and Homestead High
School, addressing the safety and security of
users, and idenƟ fying various grant funding
opportuniƟ es for the proposed improvements.

The study was conducted with input from the
ciƟ es of Sunnyvale, CuperƟ no, and Los Altos.

A detailed review of the adopted plans and
policies for Sunnyvale, CuperƟ no and Santa Clara
County is provided in Appendix A.

VTA Santa Clara Cross County Bicycle Corridors
Source: VTA Santa Clara Countywide Bicycle Plan
Attachment 2

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HOMESTEAD ROAD BIKE LANE STUDY
May 2023
Cupertino
Cupertino
Cupertino
Cupertino
Cupertino
Sunnyvale
Sunnyvale
Sunnyvale

E HOMESTEAD RDE HOMESTEAD RD

E HOMESTEAD RDE HOMESTE
AD RD

E HOMESTEAD RDE HOMESTEAD RD
Mary Ave
Hollenbeck Ave Stelling Rd
Kennewick Dr
Kimberly Dr
Wright Ave

E HOMESTEAD RD
Blaney Ave
Heron Ave

E HOMESTEAD RD
Tantau Ave
Kaiser
Entrance
Wolfe Rd
Quail AVe
Swallow Dr

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Ontario Dr
New Brunswick
Ave
Bernardo Ave
MacKenzie Dr
Samedra St
Noranda Dr
Linnet Ln
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Sunnyvale-
Saratoga Rd De Anza Blvd
Blue Jay Dr
Canary Dr
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Northseal Sq
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Nightingale Ave
Peacock Ave
AB
B
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AB
B
Typical Street Cross-Section
No Parking at All Times
Part-Time Bike Lane (No Parking 7:00 AM to 6:00 PM Monday-Friday) Buīered Bike Lane
Full-Time Bike Lane
CHAPTER 2:

EXISTING CONDITIONS
Data collecƟ on and analysis of exisƟ ng
condiƟ ons was conducted to establish a
baseline for evaluaƟ ng design alternaƟ ves. Key
methodologies and fi ndings are summarized
below, with full memorandums of the fi eld
survey of the corridor and data collecƟ on and
analysis included as Appendix B and Appendix C,
respecƟ vely.

CORRIDOR OVERVIEW
The study evaluates a 3-mile secƟ on of
Homestead Road between Bernardo Avenue in
the west and the Kaiser Entrance in the east.

Homestead Road generally has four travel lanes,
a center turn lane, and parking/bike lanes in both
direcƟ ons. Some bike lanes along this corridor
are part-Ɵ me, meaning that vehicular parking in
the bike lane is restricted Monday to Friday 7:00
AM to 6:00 PM (see Figure 2). Vehicular parking
is allowed in the bike lane outside of these hours
on weekdays and all day on weekends. Some
secƟ ons of the corridor have full-Ɵ me bike lanes
and prohibit on-street parking at all Ɵ mes, while
other segments have full-Ɵ me bike lanes and
adjacent full-Ɵ me parking lanes. Homestead
Road is designated as a Class II arterial in the City
of Sunnyvale and has a posted speed limit of 35
mph. Homestead Road is also a designated bus
corridor and truck route.

In Sunnyvale, the north side of Homestead Road
is generally fronted by single-family homes and
apartments. There are some commercial land
uses near major intersecƟ ons. In CuperƟ no, the
south side of Homestead Road is fronted by
Figure 2 LocaƟ on of Part-Ɵ me Bike Lanes
Attachment 2

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HOMESTEAD ROAD BIKE LANE STUDY
May 2023
segments, intersecƟ ons, and ramps. Based on
the 2019 Caltrans collision data (the latest report
available), the average rates for a 4-lane divided
and 4-lane undivided suburban road with speeds
less than 55 mph are 1.29 crashes/MVM and 1.25
crashes/MVM, respecƟ vely. Based on an ADT
of 15,960 vehicles, this 3.2-mile study segment
of Homestead Road has a collision rate of 1.06
crashes/MVM, which is less than the average rate
published by Caltrans.

Further analysis shows that 14 of the 99 collisions
along the corridor involved a bicyclist and 6
collisions involved a pedestrian. As shown
in Figure 3, 11 bicycle collisions occurred at
intersecƟ ons. Two of the three bicycle collisions
that occurred midblock were due to improper
turning, and one bicycle collision was due to
unsafe lane change in the westbound direcƟ on.

Two of the three midblock collisions occurred
when parking was allowed in the bike lanes.

Table 1 breaks down the collision data by primary
collision factor.
several diff erent land uses: the back or side of
single family homes, apartments, commercial
uses, Homestead High School, the Apple
Campus, and the Kaiser medical center.

COLLISION ANALYSIS
A review of the collision data along the study
corridor shows that there were 99 collisions
in the 5 years from 2017 to 2021 (most recent
available data). Two of the collisions resulted
in severe injury, while the remaining collisions
resulted in a complaint of pain, other visible
injuries, or property damage only. None of the
collisions resulted in a fatality.

The California Department of TransportaƟ on
(Caltrans) publishes collision data for the state
of California. The published collision data
provides average collision rates in crashes
per million vehicle miles (MVM) for roadway
Figure 3 Bicycle Collision Analysis
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Sunnyvale
Santa
Clara

HERON AVE

WRIGHT AVE

SAMEDRA ST

ONTARIO DR

CANARY DR

NEW BRUNSWICK AVE

FORGE WAY

PEACOCK AVE

NIGHTINGALE AVE

KENNEWICK DR

E HOMESTEAD RDE HOMESTEAD RD

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LVD
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MINO REAL

W FREMONT
AVE

SUNNYVALE SARATOGA RDSUNNYVALE SARATOGA RD N DE ANZA BLVDN DE ANZA BLVD Ortega Park
Serra Park Raynor
Park
Apple
Park
Kaiser
Permanente
Santaa
Clara
Homestead
High
School
Cupertino
Middle
School
West
Valley
ElElementaryy
SchoolSchoolSchool
Portal
Park
JennyJenny
Strand
ParkPark

N TANTAU AVE

N BLANEY AVE

N WOLFE RD

S MARY AVE

HOLLENBECK AVE

S BERNARDO AVE

KIMBERLY DR

QUAIL AVE

E HOMESTEAD RD

LAWRENCE EXPY

SUNNYVALE SARATOGA RDN DE ANZA BLVD

PRUNERIDGE AVE

PRUNERIDGE
AVE
Bicycle Collision - Auto Right-of Way ViolaƟon
Bicycle Collision - Improper Turning
Bicycle Collision - Pedestrian Right-of Way ViolaƟon
Bicycle Collision - Wrong Side of Road
Bicycle Collision - Unsafe Lane Change
Midblock Collision
Study Corridor
City Boundary
Parks
School
Primary Collision
Factor
No. of Bicycle
Collisions
Auto ROW Violation 6
Improper Turning 5
Ped ROW Violation 1
Wrong Side of Road 1
Unsafe Lane Change 1
Total 14
ROW = right of way
Source:

City of Sunnyvale Collision Data, January 1st, 2017
to December 31st, 2021.

Table 1: Number of Bicycle Collisions by Primary
Collision Factor
several different land uses: the back or side of
single-family homes, apartments, commercial
uses, Homestead High School, the Apple
Campus, and the Kaiser medical center.

Attachment 2

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HOMESTEAD ROAD BIKE LANE STUDY
May 2023

VEHICLE AND BICYCLE COUNTS
V›«®‘½› C ÊçÄãÝ
Average weekday volumes along the corridor
range from approximately 13,300 to 21,000
vehicles, and average weekend volumes range
from approximately 12,400 to 18,600 vehicles.

Compared to February 2020 pre-pandemic counts
provided by the City along the corridor between
Hollenbeck Avenue and Sunnyvale-Saratoga
Road, the 2022 counts were 12 percent lower on
weekdays and 7 percent lower on weekends.

The data show the average 85th percenƟ le
speed along the corridor in both direcƟ ons to be
approximately 40 mph, which is higher than the
posted speed limit of 35 mph.

B ®‘ù‘½› CÊçÄãÝ
Bicycle counts were collected for three typical
weekdays and two typical weekend days during
the school year at seven locaƟ ons along the
study corridor. Bicycle counts were collected
between 6:00 AM-9:00 AM and 5:00 PM-8:00
PM on weekdays and between 11:00 AM-2:00
PM and 4:00 PM-7:00 PM on weekend days. On
weekends, on-street parking is allowed in the
part-Ɵ me bike lanes all day.

Bicyclists were observed in the part-Ɵ me bike
lanes between 6:00 AM to 7:00 AM (6 to 8
bicyclists) and 6:00 PM to 8:00 PM (23 to 54
bicyclists) on weekdays and during the mid-
aŌ ernoon/evening on weekends (58 to 130
bicyclists) when parking is allowed. The highest
bicycling demand was observed between Mary
Avenue and Wright Avenue (101 bicyclists) on
weekdays between 7:00 AM and 8:00 AM when
parking is not allowed.

Bicyclists were observed in the part-Ɵ me bike lanes before 7:00 AM and aŌ er 6:00 PM on weekdays and during the mid-aŌ ernoon/evening on weekends when parking is allowed.

Attachment 2

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HOMESTEAD ROAD BIKE LANE STUDY
May 2023

PARKING ANALYSIS
PƒÙ»®Ä¦ U㮽®þƒã®ÊÄ
The study analyzed parking uƟ lizaƟ on for on-
street parking on Homestead Road, parking in
the driveways of homes along Homestead Road,
and parking on side streets within 500 feet of
Homestead Road. Parking occupancy data was
collected in the evening from 7:00 PM-9:00 PM
and at night from 11:00 PM-1:00 AM on three
weekdays and two weekend days. These are the
Ɵ me periods when parking demand is typically
the highest.

Figure 4 shows the maximum on-street parking
uƟ lizaƟ on across all periods of data collecƟ on.

The study idenƟ fi ed the part-Ɵ me bike lane
segment between Mary Avenue and Samedra
Street with the highest parking uƟ lizaƟ on.

However, there are only two on-street parking
spaces along this segment, and one space was
occupied. Other part-Ɵ me bike lane segments
with greater than 20 percent parking uƟ lizaƟ on
include Swallow Drive to Quail Avenue (27
percent), Wolfe Road to Heron Avenue (24
percent), and Kennewick Drive to Mary Avenue
(31 percent). Several part-Ɵ me segments along
the corridor were observed to have no parking
uƟ lizaƟ on.

In total, the maximum on-street parking
uƟ lizaƟ on was 13 percent (26 spaces of 200
spaces) for the enƟ re study corridor in the part-
Ɵ me bike lanes.

Side streets that were observed to have greater
than 80 percent parking uƟ lizaƟ on were Noranda
Drive (on-street parking allowed on both sides),
New Brunswick Avenue (on-street parking
allowed only on one side), and Hollenbeck
Avenue (on-street parking allowed only on one
side). All other side streets were observed to
have less than 80 percent maximum parking
uƟ lizaƟ on on at least one side of the street.

The off -street parking uƟ lizaƟ on of residenƟ al
driveways along the corridor was observed to
be high with most segments having an off -street
parking uƟ lizaƟ on of over 85 percent. Two
parking spaces were assumed per single-family
home, and apartments/commercial properƟ es
were assumed to have provided the minimum
parking requirements on-site per City standards.

It should be noted that some of the parking
areas/part-Ɵ me bike lanes are narrow as 5 feet.

A standard on-street parking stall is 8 feet wide.

The narrow parking spaces could be discouraging
on-street parking.

PƒÙ»®Ä¦ V®Ê½ƒã®ÊÄÝ
A review of the parking citaƟ on data along the
study corridor shows that there were 60 parking
related citaƟ ons between January 1, 2017 and
December 31, 2021. However, based on input
from the community, parking violaƟ ons occur
frequently along this corridor, with many of the
violaƟ ons going unreported. 36 (60 percent)
of the parking citaƟ ons occurred on weekdays.
28 (46 percent) parking citaƟ ons were noted as
violaƟ ons due to illegally parking on the street, in
a bikeway, in a marked zone, during certain hours,
or in locaƟ ons with signage indicaƟ ng parking
restricƟ ons. The remaining parking citaƟ ons
were due to violaƟ ons related to parking within
15 feet of fi re hydrants, parking in locaƟ ons with
emergency and special event signs, expired/
unregistered vehicles, and expired plates/tabs/
sƟ ckers.

Attachment 2

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HOMESTEAD ROAD BIKE LANE STUDY
May 2023
Study Corridor
City Boundary
Parks
School

E HOMESTEAD RDE HOMESTEAD RD

SUNNYVALE SUNNYVALE

SARATOGA RDSARATOGA RD N DE ANZA BLVDN DE ANZA BLVD
Serra
Park
Homestead
High
School
Cupertino
Middle
School

S MARY AVE

HOLLENBECK AVE

S BERNARDO AVE

KIMBERLY DR

E HOMESTEAD RD

SUNNYVALE

SARATOGA RD N DE ANZA BLVD

SAMEDRA ST

NEW BRUNSWICK
AVE

ONTARIO DR

BLUE JAY
DR

KENNEWICK DR

NORANDA DR

WRIGHT AVE

MACKENZIE DR
Santa
Clara

LAWRENCE EXPYLAWRENCE EXPY
Ortega Park
Raynor
Park
Apple
Park
Kaiser
Permanente
Santa
Clara

INVERNESS WAY

N TANTAU AVE

N BLANEY AVE

N WOLFE RD

QUAIL AVE

LAWRENCE EXPY
HERON
AVE

QUAIL AVE

SWALLOW
DR

PEACOCK AVE

LINNET LN

NIGHTINGALE
AVE

LANGPORT
WY
CANARY
DR
A
AA
A
Full-Time On-Street Parking
DayƟme Bike Lane/Night Time
On-Street Parking
20 40
60 80
100
0+
No Parked Cars Observed
% Maximum Parking UƟlizaƟon
(Study Corridor On-Street Parking,
Side Street On-Street Parking (500Ō))
NOTE: The City of CuperƟno prohibits on-street parking along the study corridor.

Figure 4 Maximum On-Street Parking UƟ lizaƟ on
Attachment 2

Page | 11

HOMESTEAD ROAD BIKE LANE STUDY
May 2023
CHAPTER 3:

COMMUNITY OUTREACH
As a part of this study, extensive outreach with
the public and stakeholders was conducted,
including small group interviews with neighboring
schools, school districts and jurisdicƟ ons, three
community meeƟ ngs, and an online survey.

Community prioriƟ es for the corridor were
explored through interacƟ ve polling during
community meeƟ ngs, and an online survey.

These prioriƟ es helped guide the development
and evaluaƟ on of potenƟ al alternaƟ ves.

ENGAGEMENT STRATEGIES
P Ùʹ›‘ã W ›Ý®ã›
The City of Sunnyvale launched a project website
in May 2022 and provided informaƟ on about
the project throughout the study. This website
was a key landing page for residents looking for
project informaƟ on, including project documents,
public event details, and recordings of public
workshops. The website also provided an
opportunity for members of the public to submit
feedback directly to the project manager through
the online survey, and throughout the study by
email and phone.

CÊÃÃçÄ®ãù SçÙò›ù
The study included an online community survey
intended to gather feedback and receive input
from the public on the suggested changes to
the corridor. The online survey was available
from October 3, 2022 to October 24, 2022 and
generated 265 responses including 46 responses
from residents who live on Homestead Road. The
remaining responses were generally equally split
among respondents who live within one to three
blocks of Homestead Road, live elsewhere in
Sunnyvale, and do not live in Sunnyvale.

The results of the survey indicated that a
majority of the survey respondents who live on
Homestead Road use the on-street parking and
do not support changes to the part-Ɵ me bike
lanes. A majority of the survey respondents who
do not live on Homestead Road support the
City’s proposed alternaƟ ves to convert the part-
Ɵ me bike lanes to full-Ɵ me bike lanes. They also
indicated that if Homestead Road had full-Ɵ me
bike lanes, they would bike more oŌ en along the
corridor.

A full analysis of the survey results is provided in
Appendix D.

S・›«Ê½—›Ù IÄã›Ùò®›óÝ
The study team conducted small group interviews
with the neighboring jurisdicƟ ons and with
neighboring schools and districts to understand
their mobility needs along the corridor. Each
meeƟ ng helped the team idenƟ fy known issues
and opportuniƟ es along the corridor as well
as the diverse needs of project stakeholders.

RepresentaƟ ves from the schools and from VTA
were supporƟ ve of full-Ɵ me bike lanes.

Source: City of Sunnyvale Website, February 2023
Attachment 2

Page | 12

HOMESTEAD ROAD BIKE LANE STUDY
May 2023
CÊÃÃçÄ®ãù M››ã®Ä¦Ý
Three virtual meeƟ ngs with residents and other
interested persons were facilitated by the project
team. The goal of the meeƟ ngs was to have an in-
depth discussion at criƟ cal stages of the project
to allow each person’s concerns and vision to be
noted by the project team and incorporated into
the fi nal plan, where feasible.

The meeƟ ngs were promoted through the typical
Sunnyvale channels: City website, Homestead
Bike Lane Study Webpage email newsleƩ er, social
media channels, City Council announcements,
and the City Manager’s bi-weekly report. In
addiƟ on, postcards were mailed to residents in
Sunnyvale that live within 500 feet of the corridor
and announcements were publicized by the
Silicon Valley Bicycle CoaliƟ on, Schools, Districts,
and PTAs.

Community MeeƟ ng #1
The fi rst community meeƟ ng was conducted on
August 25, 2022, and was aƩ ended by 50 people.

This was an introductory meeƟ ng aimed at
explaining the project scope, goals, Ɵ meline, and
answering quesƟ ons, and was led by Sunnyvale
staff . Most frequently cited comments during
the meeƟ ng included concerns over removal of
on-street parking and potenƟ al alternaƟ ves to
include a bike lane and a parking lane.

Community MeeƟ ng #2
The second meeƟ ng was led by the Consultant
team on October 6, 2022, and was aƩ ended by
40 people. The team provided a summary of
the count and parking data collected, fi ndings,
and potenƟ al alternaƟ ves for the study corridor.

The team collected feedback on addiƟ onal
data analysis and addiƟ onal alternaƟ ves the
community desired to be included in the study.

Community MeeƟ ng #3
The third meeƟ ng was led by the Consultant
team on January 26, 2023, and was aƩ ended
by 20 people. The team provided a detailed
overview of each analyzed alternaƟ ve, explaining
the feasibility of each opƟ on. ParƟ cipants were
asked to rank the alternaƟ ves and provide
feedback.

B®‘ù‘½› ƒÄ— P›—›ÝãÙ®ƒÄ A—ò®ÝÊÙù
CÊÃÃISSION (BPAC)
BPAC MeeƟ ng #1
The team presented to the BPAC during the
regularly scheduled October 20, 2022, BPAC
meeƟ ng. The purpose of this meeƟ ng was to
provide project informaƟ on and gather feedback
on the data collected, fi ndings, and potenƟ al
alternaƟ ves for the study corridor. The BPAC
was supporƟ ve of the full-Ɵ me bike lanes and
directed the team to gather data on parking
violaƟ ons along the corridor as well as to
consider opportuniƟ es to enhance the bike lanes
where feasible.

BPAC MeeƟ ng #2
The team presented to the BPAC during the
regularly scheduled May 18, 2023, BPAC meeƟ ng.

The purpose of this meeƟ ng was to gather
feedback on the proposed alternaƟ ves and to
make a recommendaƟ on to City Council.

Attachment 2

Page | 13

HOMESTEAD ROAD BIKE LANE STUDY
May 2023
CHAPTER 4:

ALTERNATIVES ANALYSIS
The study team developed six potential
alternatives based on the data collected and
community input received. Three of the six
alternatives were considered feasible:
• Alternative 1: Convert all part-time bike lanes
into full-time bike lanes and provide a parking
lane (where feasible)
• Alternative 2: Convert all part-time bike lanes
into full-time bike lanes
• Alternative 3: No change
The remaining alternatives that
were analyzed but
eliminated from further consideration include:
• Extending the part-time bike lane hours
• Removing the center two-way left-turn lanes
• Converting some part-time bike lanes into full-
time bike lanes
The analysis of these alternatives and cost
estimates are discussed in detail in Appendix E.

ALTERNATIVE 1: CONVERT ALL

PART-TIME BIKE LANES INTO FULL-

TIME BIKE LANES AND PROVIDE A

PARKING LANE (WHERE FEASIBLE)
This alternative would convert all the part-time
bike lanes to full-time bike lanes and provide a
parking lane where feasible by:

A. Removing a vehicle lane (Road Diet) - Retain
approximately 25 parking spaces
B. Reallocating lane widths - Retain
approximately 11 parking spaces
See Figure 5A and Figure 5B.

Additionally, this alternative would require
changing signage, resurfacing the roadway and
refreshing the striping in some locations, and
would consider enhancing the bike lanes along
this corridor to add 2-foot wide buffers where
there is sufficient curb to curb width to include
them.

Figure 5A Alternative 1 Analysis
HOMESTEAD ROAD CORRIDOR – ALTERNATIVE 2 KEY MAP
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FULL-TIME BIKE LANE WITH

NO PARKING
-Curb-to-curb width <67’
-Update signs to “No Parking Anytime”
-Road configuration remains the same

FULL-TIME BUFFERED BIKE LANE

WITH NO PARKING
-Curb to curb width >67’
-Add bike lane buffer
-Update signs to “No Parking Anytime”
-Road configuration remains the same

FULL-TIME BIKE LANE

WITH PARKING RETAINED
-Road Diet with buffered bike
lane (Bernardo Ave to Wright Ave)
-Lane Reconfiguration (east of Blaney Ave)
-Existing full-time bike lane with parking
(Wolf Rd to Swallow Dr)

E V A Y R A M

K C I W S N U R B W E N

E V A T H G I R W

E V A K C E B N E L L O H

E L A V Y N N U S

D R A G O T A R A S

E V A Y E N A L BE V A N O R E HD R E F L O W

R D W O L L A W S

E C N A R T N E R E S I A K

E V A O D R A N R E B
A B
Attachment 2

Page | 14

HOMESTEAD ROAD BIKE LANE STUDY
May 2023
A. Remove Vehicle Lane
(Road Diet)
Homes
tead Road has two travel lanes in each
direction along the length of the study corridor.

A potential alternative to include a bike lane and
a parking lane within the available curb-to-curb
width of the corridor could be to eliminate one
travel lane, also known as a road diet.

During the weekday peak hours, average
vehicular volumes along the study corridor range
from approximately 1,290 to 1,570 during the
AM peak hour and 1,075 to 1,895 during the PM
peak hour in both directions, which easily can be
accommodated in four lanes. Removing a travel
lane in the eastbound and/or the westbound
direction would result in the traffic volume
exceeding the road capacity on most segments.

However, a road diet could be implemented along
westbound Homestead Road between Wright
Avenue and Bernardo Avenue since vehicular
volumes are less than what is needed for two
vehicular lanes. Approximately 25 parking spaces
could be retained along with a full-time bike lane.

The exact number of parking spaces retained will
depend on the design of the road diet.

The proposed location of the road diet is
illustrated in Figure 5A, and the proposed
cross section of the corridor with a road diet is
illustrated in Figure 5B.

B. Reallocate L ane Widths
Homestead Road generally has curb-to-curb
width that ranges from 64 feet to 71 feet with
some wider sections. The street generally has
two travel lanes in each direction, a center
two-way left-turn lane or median, left-turn lanes
at major intersections, and bike lanes in each
direction. Homestead Road is also a bus corridor
and a truck route.

Based on Sunnyvale’s design standards, a
minimum curb-to-curb width of 71 feet is
required to accommodate the minimum widths
for travel lanes, a bike lane, and a parking lane.

Homestead Road, for 500 feet east of Blaney
Avenue, has a curb-to-curb width that is greater
than 71 feet (ranges from 72 feet to 80 feet). 150
feet of this segment has a bus turnout on the
south side. After the bus turnout, approximately
400 feet of the corridor is 72 feet wide and
could accommodate a bike lane and a parking
lane. Reallocating lane widths to include a bike
lane and a parking lane for this short segment
would require a complete restripe of the street,
including the Cupertino side, and transitions on
both sides. Approximately 11 parking spaces
could be retained along with a full-time bike lane.

Coordination with the City of Cupertino would be
required.

Homestead Road east of Wolfe Road is generally
71 feet wide and already has several segments
with a parking lane as well as a full-time bike
lane. However, this portion is not uniformly wide
enough for the entire section to include a bike
lane and parking lane.

The proposed location for the reallocation of lane
widths is illustrated in Figure 5A, and a proposed
cross section of the corridor with the reallocation
of lane widths is illustrated in Figure 5B.

Scale: 1" = 10'-0"

PROPOSED - FULL-TIME BIKE LANES WITH BUFFER
Scale: 1" = 10'-0"

PROPOSED - FULL-TIME BIKE LANES WITHOUT BUFFER
HOMESTEAD ROAD CORRIDOR – ALTERNATIVE 2 KEY MAP
Scale: 1" = 10'-0"

PROPOSED - REMOVE VEHICLE LANE (ROAD DIET) BETWEEN BERNARDO AND WRIGHT Scale: 1" = 10'-0"

PROPOSED - LANE RECONFIGUATION EAST OF BLANEY
BIKE
5'

TRAVEL LANE
11’

TRAVEL LANE
10’

TRAVEL LANE
10’

TRAVEL LANE
11’
MINIMUM 71’
CENTER

TWO-WAY LEFT

TURN LANE
11’
BIKE
5'

PARKING
8’
MINIMUM 67’

TRAVEL LANE
11’

TRAVEL LANE
10’

TRAVEL LANE
10’

TRAVEL LANE
11’
CENTER

TWO-WAY LEFT

TURN LANE
11’
2’ GUTTER
BIKE
5'
BIKE
5'
2’ BUFFER
APPROX 64’ – 67’

TRAVEL LANE
11’

TRAVEL LANE
10’

TRAVEL LANE
10’

TRAVEL LANE
11’
CENTER

TWO-WAY LEFT

TURN LANE
11’
BIKE

5.5'
BIKE

5.5'
APPROX 64’
EB

TRAVEL LANE
11’
WB

TRAVEL LANE
11’
CENTER

TWO-WAY LEFT

TURN LANE
11’
BIKE

7.5’

PARKING
8’

PARKING
8’
BIKE

7.5’
evA
e v
A
dRdR
00 D t
DeDDD
SeSeSeeee DeDeDeDetataa

FULL-TIME BIKE LANE WITH

NO PARKING
-Curb-to-curb width <67’
-Update signs to “No Parking Anytime”
-Road configuration remains the same

FULL-TIME BUFFERED BIKE LANE

WITH NO PARKING
-Curb to curb width >67’
-Add bike lane buffer
-Update signs to “No Parking Anytime”
-Road configuration remains the same

FULL-TIME BIKE LANE

WITH PARKING RETAINED
-Road Diet with buffered bike
lane (Bernardo Ave to Wright Ave)
-Lane Reconfiguration (east of Blaney Ave)
-Existing full-time bike lane with parking
(Wolf Rd to Swallow Dr)

E V A Y R A M

K C I W S N U R B W E N

E V A T H G I R W

E V A K C E B N E L L O H

E L A V Y N N U S

D R A G O T A R A S

E V A Y E N A L BE V A N O R E HD R E F L O W

R D W O L L A W S

E C N A R T N E

R E S I A K

E V A O D R A N R E B
A
A
B
B
Figure 5B Alternative 1 Analysis

AVENUES
Attachment 2

Page | 15

HOMESTEAD ROAD BIKE LANE STUDY
May 2023
Buffered Bike Lanes
In addition to a road diet and reallocating lane
widths, this alternative also considers enhancing
the bike lanes along this corridor to add 2-foot
wide buffers where there is sufficient curb to
curb width to include them. The locations where
buffered bike lanes could be installed have
been preliminarily identified in Figure 5A, and
a proposed cross section of the corridor with
buffered bike lanes is illustrated in Figure 5C.

The cost to implement Alternative
1 is approximately $270,000.

This includes the road diet resurfacing, lane width
reallocation through resurfacing and restriping
for 500 feet east of Blaney Avenue, adding
buffers, and converting all part-time bike lanes to
full-time bike lanes through sign changes.

ALTERNATIVE 2: CONVERT ALL

PART-TIME BIKE LANES INTO FULL-

TIME BIKE LANES
This alternative would convert all the part-time
bike lanes to full-time bike lanes, and vehicular
parking would be prohibited in the bike lanes at
all times. This alternative would impact all the
existing on-street parking spaces in the part-time
bike lanes along the corridor. It would require
changing signage and refreshing the striping in
some locations. A detailed plan of the corridor for
this alternative is provided in Appendix E.

A majority of the part-time bike lanes have
low parking utilization, or the side streets have
available on-street parking and the distance
to the side streets is less than 1,000 feet or 5
minutes of walking. The westbound part-time
bike lane segments between Heron Avenue and
Langport Way and between Kennewick Drive and
Mary Avenue would require longer walking times
to the side streets.

The results from the online community survey
showed that a majority of the survey respondents
who live on Homestead Road do not support this
alternative as it would impact on-street parking.

A majority of the survey respondents who live
elsewhere in Sunnyvale support converting all
part-time bike lanes to full-time bike lanes.

The cost to implement Alternative
2 is approximately $142,000.

This includes removing and installing new signs
and posts and refreshing striping on some
sections of the corridor.

ALTERNATIVE 3: NO CHANGE
The no change alternative would maintain the
part-time bike lanes the same as they are today,
i.e., vehicular parking would continue to be
allowed in the bike lanes from 6:00 PM to 7:00
AM on weekdays and all day on weekends along
some portions of the corridor as it currently
exists.

Bicycle counts conducted along the study
corridor show that bicyclists were observed in
the part-time bike lanes when parking is allowed
on weekdays and on weekends. Maintaining the
part-time bike lanes the same as they are today
would not address impacts to bicycling during
times when parking is allowed.

Furthermore, the City of Sunnyvale’s General
Plan outlines several policies relevant to priorities
for City streets including prioritizing safe
accommodation for all transportation users over
non-transport uses such as parking.

Scale: 1" = 10'-0"

PROPOSED - FULL-TIME BIKE LANES WITH BUFFER
Scale: 1" = 10'-0"

PROPOSED - FULL-TIME BIKE LANES WITHOUT BUFFER
HOMESTEAD ROAD CORRIDOR – ALTERNATIVE 2 KEY MAP
Scale: 1" = 10'-0"

PROPOSED - REMOVE VEHICLE LANE (ROAD DIET) BETWEEN BERNARDO AND WRIGHT Scale: 1" = 10'-0"

PROPOSED - LANE RECONFIGUATION EAST OF BLANEY
BIKE
5'

TRAVEL LANE
11’

TRAVEL LANE
10’

TRAVEL LANE
10’

TRAVEL LANE
11’
MINIMUM 71’
CENTER

TWO-WAY LEFT

TURN LANE
11’
BIKE
5'

PARKING
8’
MINIMUM 67’

TRAVEL LANE
11’

TRAVEL LANE
10’

TRAVEL LANE
10’

TRAVEL LANE
11’
CENTER

TWO-WAY LEFT

TURN LANE
11’
2’ GUTTER
BIKE
5'
BIKE
5'
2’ BUFFER
APPROX 64’ – 67’

TRAVEL LANE
11’

TRAVEL LANE
10’

TRAVEL LANE
10’

TRAVEL LANE
11’
CENTER

TWO-WAY LEFT

TURN LANE
11’
BIKE

5.5'
BIKE

5.5'
APPROX 64’
EB

TRAVEL LANE
11’
WB

TRAVEL LANE
11’
CENTER

TWO-WAY LEFT

TURN LANE
11’
BIKE

7.5’

PARKING
8’

PARKING
8’
BIKE

7.5’
e v
A
evA
dRdR
00 D t
DeDDD
SeSeSeeee DeDeDeDetataa

FULL-TIME BIKE LANE WITH

NO PARKING
-Curb-to-curb width <67’
-Update signs to “No Parking Anytime”
-Road configuration remains the same

FULL-TIME BUFFERED BIKE LANE

WITH NO PARKING
-Curb to curb width >67’
-Add bike lane buffer
-Update signs to “No Parking Anytime”
-Road configuration remains the same

FULL-TIME BIKE LANE

WITH PARKING RETAINED
-Road Diet with buffered bike
lane (Bernardo Ave to Wright Ave)
-Lane Reconfiguration (east of Blaney Ave)
-Existing full-time bike lane with parking
(Wolf Rd to Swallow Dr)

E V A Y R A M

K C I W S N U R B W E N

E V A T H G I R W

E V A K C E B N E L L O H

E L A V Y N N U S

D R A G O T A R A S

E V A Y E N A L BE V A N O R E HD R E F L O W

R D W O L L A W S

E C N A R T N E

R E S I A K

E V A O D R A N R E B
A
A
B
B
2’ BUFFER
Figure 5C Alternative 1 Analysis
Attachment 2

Homestead Road
Bike Lane Study - Final Report May
2023
Appendix
A
Document Review
Attachment 2

Memorandum

Date: July 1, 2022

To: Ms. Angela Wong, City of Sunnyvale

From: Shikha Jain

Subject: Document and Project History Review for the Homestead Road Full-Time Bike Lane Study

Hexagon Transportation Consultants, Inc. has completed a review of documents applicable to Homestead Road and the transportation system within the City of Sunnyvale, City of Cupertino, and Santa Clara County. A summary of the document review is provided below.

Sunnyvale Plans
City of Sunnyvale General Plan - Land Use and Transportation, September 2021 The Sunnyvale General Plan is the guiding document for the City's physical development and preservation. It includes goals, policies and graphics that convey a long-term vision and guide local decision-making to achieve that vision. The Land Use and Transportation chapter of the General Plan includes goals and policies relating to future land use development and transportation improvements. The framework for this chapter is based on a concept of a Complete Community, which includes features like comfortable, safe, convenient, and complete pedestrian and bicycle networks throughout Sunnyvale and reduction in automobile trip-making. Homestead Road is designated as a Class II arterial that focuses on local access, while providing access to all transportation modes.

City of Sunnyvale Active Transportation Plan, August 2020 The Sunnyvale Active Transportation Plan provides a vision for improving and encouraging bicycle and pedestrian travel in and through Sunnyvale. It contains an analysis of existing bicycle and pedestrian facilities and provides recommendations for specific areas where facilities could be improved or expanded. The plan includes objectives, strategies, and performance measures to guide improvements to the City’s bicycle and pedestrian facilities. The plan identifies a crossing improvement and a traffic control improvement at the intersection of Mary Avenue & Homestead Road, a traffic control improvement at the intersection of Kennewick Drive & Homestead Road, and a crossing improvement at the intersection of Heron Avenue & Homestead Road.

Sunnyvale Vision Zero, July 2019

The City of Sunnyvale Vision Zero Plan is a community-driven and a data-driven initiative to eliminate preventable traffic fatalities and serious injuries. The City aims to reduce collisions through improved transportation infrastructure and programming. Homestead Road, between Sunnyvale Saratoga Road and Wolfe Road, is identified as part of the City’s High Injury Network (HIN), and Homestead Road between Heron Avenue and Wolfe Road is identified as one of the Attachment 2

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City’s priority project locations due to a history of high collision densities and a high level of public feedback on perceived issues and safety concerns.

Sunnyvale Roadway Safety Plan, September 2020

The Sunnyvale Roadway Safety Plan builds upon the initial groundwork and goal setting completed through the development of the Sunnyvale Vision Zero Plan and provides the resources necessary for the future preparation of successful Highway Safety Improvement Program (HSIP) grant applications for design and construction. The Roadway Safety Plan includes collision and roadway characteristic database development, review of local collision data, safety data analysis, collision profile analysis, safety countermeasure identification, and project development. The collision data shows eight pedestrian involved collisions, six bicycle involved collisions, and two fatal/severe collisions along Homestead Road between years 2013 and 2018. The study does not identify specific improvement projects along Homestead Road.

Homestead Road/Homestead High School Improvements – Vehicle Emission Reductions Based at Schools (VERBS) Grant

The City Sunnyvale is implementing pedestrian and bicycle improvements along Homestead Road near Homestead High School, funded through One Bay Area Grants (OBAG) 2 Vehicle Emission Reductions Based at Schools (VERBS) grant funding. The proposed improvements include a traffic signal modification at the Homestead Road/Mary Avenue and Homestead Road/Kennewick Drive intersections, installation of high visibility crosswalks, shortening crossing distance for pedestrians, installation of green buffered bike lanes along eastbound Homestead Road between Mackenzie Drive and Mary Avenue and along the westbound approach at the Homestead Road/Mary Avenue intersection, and improvements to the existing path for bicycles to the high school from eastbound Homestead Road to the Mary Avenue Bridge Trail.

November 17, 2015, City Council Agenda Item 15-0983 “Discussion and Possible Action Regarding the Conversion of Part-Time Bicycle Lanes on Homestead Road to Full-Time Bicycle Lanes (Study Issue)”, including Report to Council, minutes, and City Council action

Conversion of part-time bicycle lanes on Homestead Road to full-time bicycle lanes was studied and presented to the City Council in November 2015. The study consisted of an evaluation of existing conditions including parking utilization, traffic and bike counts, collisions, and community outreach with adjacent property owners. The study found that Homestead Road has high vehicular volumes, low bike volumes, a low number of bike collisions, and low on-street parking utilization.

The study found that full-time bike lanes would result in the loss of the majority of on-street parking on Homestead Road and identified strong community opposition to the removal of on-street parking. The study recognized the potential for change to transportation patterns and bike volumes with the Apple Campus development. Therefore, the Staff recommended maintaining the existing Homestead Road part time bike lanes and parking as is and to revisit this issue after a minimum of three years and after the Apple Campus is fully operational. The staff proposed completing a similar analysis at this time to determine if a different recommendation is appropriate given a potential change in the transportation conditions and overall needs along the corridor.

Attachment 2

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Cupertino Plans
City of Cupertino General Plan – Mobility Element
The Cupertino General Plan Mobility Element includes goals, policies and strategies that the City will use in making decisions regarding transportation network improvements needed to accommodate Cupertino’s anticipated growth. The purpose for this Element is to implement strategies that make alternative modes of transportation attractive choices. This will help reduce strain on the automobile network and improve health and quality of life for Cupertino residents and businesses. Homestead Road is designated as a Boulevard (Arterial) that focuses on access and safe crossing for all modes of travel along a regional transportation corridor.

City of Cupertino Bicycle Transportation Plan – June 2016 Cupertino’s Bicycle Transportation Plan guides the development and implementation of improving the City’s bicycling environment. The Plan establishes a vision, goals, objectives, and performance measures to improve the bicycling environment in the City. The plan identifies Class II buffered bike lanes along Homestead Road between Mary Avenue and Tantau Avenue and intersection improvements at Mary Avenue and Homestead Road.

Santa Clara County Plans
Countywide Bicycle Plan, May 2018

The Countywide Bicycle Plan describes a vision and implementation plan for a countywide network of connected, high quality bikeways. This plan updates VTA’s 2008 Countywide Bicycle Plan to reflect changes to the practice of bicycle planning, including recent efforts to promote active transportation and public health, to reduce severe and fatal traffic collisions, and to address climate change. The plan identifies Homestead Road as a priority cross country bicycle corridor (CCBC).

Design principles of a CCBC along local roadways are required to meet several basic design principles including maintaining a level of traffic stress (LTS) 1 and 2 and providing full-time bike access all year.

Homestead Road Safe Routes to School Study, May 2019

The Homestead Road Safe Routes to School Study identifies near-term bicycle and pedestrian infrastructure improvements along Homestead Road between Grant Road and N. Stelling Road/Hollenbeck Avenue. The study was conducted by Santa Clara County with input from the cities of Sunnyvale, Cupertino, and Los Altos. The project objectives include developing infrastructure recommendations that are feasible and implementable in the near-term, recommending bicycle and pedestrian improvements that serve all ages and abilities, connecting students along the Homestead Road corridor to West Valley Elementary School, Cupertino Middle School, and Homestead High School, addressing the safety and security of users, and identifying various grant funding opportunities for the proposed improvements. The plan identifies crossing improvements like high visibility crosswalks, cross bike markings, traffic control improvements, ADA compliant curbs, sidewalk widening, and protected bike lanes (some segments) along Homestead Road between Bernardo Avenue and N. Stelling Road/Hollenbeck Avenue.

Attachment 2

Homestead
Road Bike Lane Study - Final Report May 2023
Appendix
B
Existing Conditions Field Survey
Attachment 2

Memorandum

Date: August 29, 2022

To: Ms. Angela Wong, City of Sunnyvale

From: Shikha Jain

Subject: Existing Conditions Field Survey Homestead Road Full-Time Bike Lane Study

Hexagon has conducted field observations of Homestead Road between Bernardo Avenue and the Kaiser Entrance to verify locations of bicycle lanes including part-time facilities, parking restrictions, roadway and lane widths, available on-street parking spaces, and side street parking spaces within 500-feet of the corridor. The northern side of the street is generally under the City of Sunnyvale’s jurisdiction. Some segments have full-time bike lanes, but most of the street has part-time bicycle facilities. The southern side of the street is generally under the City of Cupertino’s jurisdiction, and most of the street has full-time bike lanes and no parking allowed.

Aerial graphical exhibits documenting segments with full-time bicycle lanes, no parking zones, missing signage, existing lane widths, and number of on-street parking spaces have been developed as shown in Figures 1A-H.

Attachment 2

Bernardo AveBernardo
Ave
Wright AveWright Ave
Kimberly DrKimberly
Dr MacKenzie DrMacKenzie Dr
Samedra StSam
edra St
Homestead Rd
10 omestead d
22 20
Bernardo Ave
Wright Ave
Kimberly Dr
MacKenzie Dr
Samedra St
Homestead Rd
City of Su
nnyvale
City of Cupertin
o
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Buffered Bike Lane
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
111111 292929
222222
Bike Bike
Lane Lane
6’6’
Bike Bike
Lane Lane

5.5’5.5’
Bike Bike
Lane Lane
7’7’
Bike
Lane
6’
Bike
Lane

5.5’
Bike
Lane
7’
8888
8888
141414 141414
141414
141414
161616
161616
Homestead Full-Time Bike Lane Study
Figure 1A
Existing Bike/Parking Configurations
5’ 6.5’
Part-Time
Bike Lane
Full-Time
Bike Lane
10’ 10’10’11’ 11’
Detail A
00 00 00 00 00
22 Attachment 2

City of Sunnyvale City of SunnyvaleCity of Cupertino City of Cupertino Mary AveMa
ry
Ave
Kennewick DrKennewick Dr
New Brunswick AveNew
Brunsw
ick Ave
Noranda DrNoranda Dr
Homestead Rd
Mary Ave
Kennewick Dr
New Brunswick Ave
Noranda Dr
Homestead Rd
Ho t ddd ghgh hoooo
Homests ead HiH gh SSSSchhchhchooooo lll
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Buffered Bike Lane
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
24 16
2 2
2 262626
00 00
202020
Bike
Lane

6.5’
Bike
Lane

6.5’
88 88
00 161616 161616
88 161616161616
Homestead Full-Time Bike Lane Study
Figure 1B
Existing Bike/Parking Configurations
6’ 2’ 6’
Part-Time
Bike LaneFull-Time
Bike Lane Buffer
10’ 10’ 10’11’ 11’
Detail B
D
D ttt ilil
B
BBB
SSS
2’
Buffer
Attachment 2

City of Sunnyv
al
e
City of Sunnyvale
City of Cupertino
City of Cupertino
Hollenbeck AveHollenbeck
Ave
N Stelling RdN Stelling Rd
Ontario DrOnt
ario Dr
Forge WyForge Wy
Franco CtFranco Ct
Homestead RdHomestead Rd
Hollenbeck Ave
N Stelling Rd
Ontario Dr Forge Wy
Franco Ct
Homestead Rd
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
XXXXXX
XXXXXX
00 00
00 00
00 00
00 88
00 161616
161616
00 00 00 00
Homestead Full-Time Bike Lane Study
Figure 1C
Existing Bike/Parking Configurations

D t C
DeDD CCCC
SeSeSeSeee e DeDeDeDetatataailili CCCC
5’ 5’
Full-Time
Bike Lane
Full-Time
Bike Lane
10’ 10’ 10’13’ 10’
Detail C
Attachment 2

City of Sunnyvale
City of Cupertino
Sunnyvale-Saratoga RdSunnyvale-Sarat
oga Rd
Bluejay DrBluejay
Dr
Canary DrCanary Dr
Homestead RdHomestead Rd
Sunnyvale-Saratoga Rd
De Anza BlvdDe Anza BlvdDe Anza Blvd
Bluejay Dr Canary Dr
Homestead Rd
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
XXXXXX
XXXXXX
00 00
00 00
00 00
161616 161616 161616 161616
00 00
00 00
00 00161616
Homestead Full-Time Bike Lane Study
Figure 1D
Existing Bike/Parking Configurations
5’
Full-Time
Bike Lane Median
11’ 11’ 15’11’ 11’
Detail D

6.5’
Part-Time
Bike Lane
Attachment 2

4 26
000
000000
00 373737
00 City of Sunnyvale
City of Cupertino
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
88 88
161616
00 00
Northpoint WyNorthpoint
W
yNorthseal SqNorthseal Sq
Blaney AveBlaney Ave
Fala TerraceFa
la Terrace
Homestead RdHomestead Rd
Langport WyLangport Wy
Northpoint Wy
Northseal Sq
Blaney Ave
Fala Terrace
Homestead Rd
Langport Wy
Homestead Full-Time Bike Lane Study
Figure 1E
Existing Bike/Parking Configurations
D t E
D tt
DeDD t il
DeDeDeD tatatailililil
DDD ttt lili
EEEE
EEE
SeSeSeeee ee
SS
5’ 8’
Part-Time
Bike Lane
Full-Time
Bike Lane
11’ 11’10’13’ 13’
Detail E
Attachment 2

City of Sunnyvale
City of Cupertino
10 8
16 4
Heron AveHeron Ave
Linnet LnLinnet Ln
Wolfe RdWolf
e Rd Nightingale AveNighti
ngale Ave
Homestead RdHomestead Rd
Heron Ave
Linnet Ln
Wolfe Rd
Nightingale Ave
Homestead Rd
00 00
0000
8888
8888
8888
8888
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
111111
77 131313
171717
00 00 00 0000
00 City of
Cupertino
City of Sunnyvale
Bike Bike
Lane Lane
8’8’
Bike Bike
Lane Lane

5.5’5.5’Bike Bike
Lane Lane
6’6’
Bike Bike
Lane Lane
6’6’
Bike
Lane
8’
Bike
Lane

5.5’Bike
Lane
6’
Bike
Lane
6’
Homestead Full-Time Bike Lane Study
Figure 1F
Existing Bike/Parking Configurations
FFFF
FFFFF
D t

FFFFFFF
DDD
DeDeDetataailili
DeDetatailil
FFF
FF
SeSeSee e e
SeSeee
8’8’
Part-Time
Bike Lane
Part-Time
Bike Lane
13’ 13’11’ 11’
Detail F
Attachment 2

42 10
18 City of Sunnyvale
City of Cupertino
Peacock AvePeacock Av
e
Quail AveQuail Ave
N Tantau AveN Tantau Ave
Homestead RdHomestead Rd
Peacock Ave
Quail Ave
N Tantau Ave
Homestead Rd 55 00 111111
00 00
303030
88 88 88 88
0000
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
Bike Bike
Lane Lane

5.5’5.5’
Bike Bike
Lane Lane
10’10’
ParkingParking
Lane Lane
8’8’
Bike
Lane

5.5’
Bike
Lane
10’
Parking
Lane
8’
Homestead Full-Time Bike Lane Study
Figure 1G
Existing Bike/Parking Configurations
GG
e DDeDeDD tt G
SeSeSeS e eee DeDeDDetatatataililil GGG
5’ 8’5’
Full-Time
Bike Lane
Street
Parking Full-Time
Bike Lane
11’ 11’10’ 10’11’
Detail G
Attachment 2

10 City of SunnyvaleCity of Sunnyvale
City of Santa Clara
City of Santa Clara
City of Cupertino
City of Cupertino
Missing
Bike Lane
Sign
00000
00 00
66 88 88
00 00
44 XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
Swallow DrSwallow D
r
Swallow WySw
allow Wy
Homestead RdHomestead Rd
Swallow Dr
Swallow Wy
Homestead Rd
Bike Bike
Lane Lane

5.5’5.5’
Bike Bike
Lane/Lane/
ParkingParking
Lane Lane
12’12’
ParkingParking
Lane Lane

6.5’6.5’
Bike
Lane

5.5’
Bike
Lane/
Parking
Lane
12’
Parking
Lane

6.5’
Homestead Full-Time Bike Lane Study
Figure 1H
Existing Bike/Parking Configurations
D t HH
DeDDD HHHHH
SeSeSeeee DeDeDeDetatataililil HHH
6’ 6’
Full-Time
Bike Lane
Full-Time
Bike Lane
13’28’12’ 13’ 12’
Detail H
Median
Attachment 2

Homestead
Road Bike Lane Study - Final Report May 2023
Appendix
C
Data Collection and Analysis
Attachment 2

Memorandum

Date: December 6, 2022

To: Ms. Angela Wong, City of Sunnyvale

From: Shikha Jain

Subject: Data Collection and Analysis for Homestead Road Full-Time Bike Lane Study

The study corridor, Homestead Road between Bernardo Avenue and the Kaiser Entrance, has part- time bike lanes (7:00 AM to 6:00 PM) with vehicular parking allowed in the bike lanes after 6:00 PM along some portions of the corridor as identified in the Existing Conditions Field Survey Memorandum by Hexagon dated August 29, 2022 (see Appendix A). The northern side of Homestead Road is generally under the City of Sunnyvale’s jurisdiction, and the southern side of Homestead Road is generally under the City of Cupertino’s jurisdiction. The Apple Campus, and Homestead High School are located along Homestead Road, and Cupertino Middle School and West Valley Elementary School are located in the vicinity of Homestead Road and are likely generators of bicycle trips. This memorandum analyzes collision data, average daily traffic (ADT), bicycle counts, parking counts, and parking violations along the corridor to help study the conversion of the part-time bike lanes to full-time bike lanes.

Collision Analysis
Recent 5-year collision data (2017 to 2021) was provided by the City of Sunnyvale from the City’s Crossroads Software collision database.

A review of the collision data along the study corridor shows that there were 99 collisions between January 1, 2017 and December 31, 2021. Two of the collisions resulted in severe injury, while the remaining collisions resulted in complaint of pain, other visible injuries, or property damage only.

None of the collisions resulted in a fatality.

The California Department of Transportation (Caltrans) publishes collision data for the state of California. The published collision data provides average accident rates in crashes per million vehicle miles (MVM) for roadway segments, intersections, and ramps. Based on the 2019 Caltrans collision data (the latest report available), the average accident rates for a 4-lane divided and 4-lane undivided suburban road with speeds less than 55 mph are 1.29 crashes/MVM and 1.25 crashes/MVM, respectively. Based on an ADT of 15,960 vehicles, this 3.2-mile study segment of Homestead Road has an accident rate of 1.06 crashes/MVM, which is less than the average accident rate published by Caltrans.

Further analysis shows that 14 of the 99 collisions along the corridor involved a bicyclist (14%) and 6 collisions involved a pedestrian (6%). The number of bicycle collisions by primary collision factor is provided in Table 1, and the locations of the collisions are shown in Figures 1A-H. The collision data shows that 6 of the 14 bicycle collisions (43%) were due to auto right of way violations and 5 bicycle collisions (36%) were due to improper turning. One collision was due to improper turning of Attachment 2

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P a g e | 2
the bicycle, which occurred when parking was allowed in the bike lanes. Four collisions were due to improper turning of the vehicle, one of which occurred when parking was allowed in the bike lanes.

The figures show that 11 bicycle collisions (78%) occurred at intersections. Two of the three bicycle collisions that occurred midblock were due to improper turning, and one bicycle collision was due to unsafe lane change in the westbound direction. Two midblock collisions occurred when parking was allowed in the bike lanes.

Since the study corridor has a history of bicycle collisions, it is recommended that all proposed improvements to the bicycle facilities along the corridor, midblock as well as at intersections, follow best practices to improve bicycle safety.

Table 1: Number of Bicycle Collisions by Primary Collision Factor

Vehicle and Bicycle Count Analysis
Vehicle
Hexagon collected 24-hour directional vehicular ADT volumes and speeds for three typical weekdays and two typical weekend days while school was in session at seven locations along the study corridor. The vehicular count data is included in Appendix B.

Average weekday ADT volumes along the corridor range from approximately 13,300 to 21,000 vehicles and average weekend ADT volumes range from approximately 12,400 to 18,600 vehicles.

Based on February 2020 pre-pandemic ADT data provided by the City along the segment between Hollenbeck Avenue and Sunnyvale-Saratoga Road, the new ADT counts along the corridor are 12 percent lower than the weekday pre-pandemic counts and 7 percent lower than the weekend pre- pandemic counts. Average weekday and weekend ADT volumes at each count location by direction are provided on Figures 1A-H.

As shown in Table 2, during the weekday peak hours, average vehicular volumes along the corridor range from approximately 1,290 to 1,570 during the AM peak hour and 1,075 to 1,895 during the PM peak hour. Between Bernardo Avenue and Wright Avenue, eastbound Homestead Road has one travel lane. The remaining study corridor has two travel lanes in both directions. Assuming a capacity of 900 vehicles per hour per lane, which is typical for arterials, the volume to capacity (v/c) ratio during the AM peak hour for eastbound Homestead Road ranges from 0.35 to 0.65 and for westbound Homestead Road ranges from 0.35 to 0.46. During the PM peak hour the v/c ratio for Primary Collision
Factor
No. of Bicycle
Collisions
Ped R/W Violation 1
Auto R/W Violation 6
Wrong Side of Road 1
Improper Turning 5
Unsafe Lane Change 1
Total 14
Source:

City of Sunnyvale Collision Data, January 1st,
2017 to December 31st, 2021.

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eastbound Homestead Road ranges from 0.40 to 0.69 and for westbound Homestead Road ranges from 0.25 to 0.48 under existing conditions. Thus, the ADT data shows that the corridor is operating below capacity during the weekday peak hours.

Since Homestead Road currently operates below capacity, the v/c ratio for the corridor was tested during the weekday peak hours for a road diet with a reduced capacity to two lanes. As a two-lane roadway, the v/c ratio for the study corridor during the AM peak hour for the eastbound direction would range from 0.65 to 1.01 and for the westbound direction would range from 0.70 to 0.91.

During the PM peak hour the v/c ratio for the eastbound direction would range from 0.69 to 1.15 and for the westbound direction would range from 0.50 to 0.99. This indicates that the corridor would operate over capacity during the weekday peak hours at some locations.

Table 2 – Segment V/C Analysis

Traffic speeds were also collected along the corridor. The counts (see Appendix B) show the average 85th percentile speed along the corridor in both directions to be approximately 40mph, which is slightly higher than the posted speed limit of 35mph along the corridor.

Bicycle
Hexagon collected bicycle counts for three typical weekdays and two typical weekend days (6 hours per day) while school was in session at seven locations along the study corridor. Bicycle counts were collected between 6:00 AM-9:00 AM and 5:00 PM-8:00 PM on weekdays to capture bicycle trips when on-street parking is not allowed and when on-street parking is allowed in the part-time bike lanes. On weekends, on-street parking is allowed in the part-time bike lanes all day.

Bicycle counts were collected between 11:00 AM-2:00 PM and 4:00 PM-7:00 PM on weekends.

Bicycle count data is included in Appendix C.

Tables 3-9 provide a summary of the bicycle counts at each count location.

Homestead Corridor Segment EB WB EB WB EB WB EB WB EB WB EB WB East of Bernardo Ave* 585 705 625 450 0.65 0.39 0.69 0.25 0.65 0.78 0.69 0.50 West of Mary Ave* 905 670 875 485 0.50 0.37 0.49 0.27 1.01 0.74 0.97 0.54 West of Stelling Rd/Hollenbeck Ave* 625 780 725 635 0.35 0.43 0.40 0.35 0.69 0.87 0.81 0.71 West of Sunnyvale/Saratoga Rd 725 735 835 890 0.40 0.41 0.46 0.49 0.81 0.82 0.93 0.99 East of Sunnyvale/Saratoga Rd* 690 780 1,035 860 0.38 0.43 0.58 0.48 0.77 0.87 1.15 0.96 West of Heron Ave** 695 630 920 865 0.39 0.35 0.51 0.48 0.77 0.70 1.02 0.96 East of Tantau Ave* 660 820 985 870 0.37 0.46 0.55 0.48 0.73 0.91 1.09 0.97 Notes:

EB = Eastbound; WB = Westbound
*Indicates locations that have part-time bike lanes in the WB direction. **Indicates locations that have part-time bike lanes in the EB and WB direction.

2. Between Bernardo Avenue and Wright Avenue, eastbound Homestead Road has one travel lane.

Existing V/C
(Two lanes in each direction)2
Road Diet V/C
(One lane in each direction)

1. Average weekday AM and PM Peak Hour volumes derived from ADT counts conducted over three typical weekdays.

Bold indicates substandard level of service.

AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Weekday Avg
AM Peak Hour1
Weekday Avg
PM Peak Hour1
A capacity of 900 vehicle per lane per hour is assumed per the Highway Capacity Manual, 7th Edition.

Attachment 2

Homestead Road Full-Time Bike Lane Study December 6, 2022

P a g e | 4
Table 3 – Average Bicycle Counts – East of Bernardo Avenue

Table 4 – Average Bicycle Counts – West of Mary Avenue

Time Period EB WB EB WB Total EB WB Total
Weekday Average Counts
6 AM-7 AM No Yes 2 5 7
7 AM-8 AM No No 72 18 90
8 AM-9 AM No No 20 20 40
5 PM-6 PM No No 10 19 29
6 PM-7 PM No Yes 11 14 25
7 PM-8 PM No Yes 9 12 21
Total 124 88 212
Weekend Average Counts
11 AM-12 PM No Yes 25 21 46
12 PM-1 PM No Yes 25 18 43
1 PM-2 PM No Yes 22 13 35
4 PM-5 PM No Yes 9 9 18
5 PM-6 PM No Yes 6 11 17
6 PM-7 PM No Yes 11 10 21
Total 98 82 180
Notes:

Bicycle counts for three typical weekdays and two typical weekend days Parking Allowed
72 52
26 30
137
75 124
56 Hourly Average 3-Hour Average
94 43
30 45
Time Period EB WB EB WB Total EB WB Total
Weekday Average Counts
6 AM-7 AM No Yes 2 4 6
7 AM-8 AM No No 83 18 101
8 AM-9 AM No No 27 19 46
5 PM-6 PM No No 15 18 33
6 PM-7 PM No Yes 15 14 29
7 PM-8 PM No Yes 9 13 22
Total 151 86 237
Weekend Average Counts
11 AM-12 PM No Yes 27 21 48
12 PM-1 PM No Yes 28 18 46
1 PM-2 PM No Yes 21 15 36
4 PM-5 PM No Yes 11 10 21
5 PM-6 PM No Yes 7 9 16
6 PM-7 PM No Yes 12 9 21
Total 106 82 188
Notes:

Bicycle counts for three typical weekdays and two typical weekend days Parking Allowed
76 54 130
30 28 58
39 45 84
Hourly Average 3-Hour Average
112 41 153
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Homestead Road Full-Time Bike Lane Study December 6, 2022

P a g e | 5
Table 5 – Average Bicycle Counts - West of Stelling Road/Hollenbeck Avenue

Table 6 – Average Bicycle Counts - West of Sunnyvale/Saratoga Road

Time Period EB WB EB WB Total EB WB Total
Weekday Average Counts
6 AM-7 AM No Yes 3 5 8
7 AM-8 AM No No 9 32 41
8 AM-9 AM No No 18 20 38
5 PM-6 PM No No 10 15 25
6 PM-7 PM No Yes 12 13 25
7 PM-8 PM No Yes 7 9 16
Total 59 94 153
Weekend Average Counts
11 AM-12 PM No Yes 19 14 33
12 PM-1 PM No Yes 21 14 35
1 PM-2 PM No Yes 13 7 20
4 PM-5 PM No Yes 8 9 17
5 PM-6 PM No Yes 4 7 11
6 PM-7 PM No Yes 9 9 18
Total 74 60 134
Notes:

Bicycle counts for three typical weekdays and two typical weekend days Parking Allowed
53 35 88
21 25 46
29 37 66
Hourly Average 3-Hour Average
30 57 87
Time Period EB WB EB WB Total EB WB Total
Weekday Average Counts
6 AM-7 AM No No 4 2 6
7 AM-8 AM No No 9 9 18
8 AM-9 AM No No 19 12 31
5 PM-6 PM No No 7 14 21
6 PM-7 PM No No 11 14 25
7 PM-8 PM No No 3 7 10
Total 53 58 111
Weekend Average Counts
11 AM-12 PM No No 13 12 25
12 PM-1 PM No No 13 6 19
1 PM-2 PM No No 12 6 18
4 PM-5 PM No No 6 9 15
5 PM-6 PM No No 3 4 7
6 PM-7 PM No No 7 10 17
Total 54 47 101
Notes:

Bicycle counts for three typical weekdays and two typical weekend days Parking Allowed
38 24 62
16 23 39
21 35 56
Hourly Average 3-Hour Average
32 23 55
Attachment 2

Homestead Road Full-Time Bike Lane Study December 6, 2022

P a g e | 6
Table 7 – Average Bicycle Counts – East of Sunnyvale/Saratoga Road

Table 8 – Average Bicycle Counts - West of Heron Avenue

Time Period EB WB EB WB Total EB WB Total
Weekday Average Counts
6 AM-7 AM No Yes 3 3 6
7 AM-8 AM No No 10 9 19
8 AM-9 AM No No 13 12 25
5 PM-6 PM No No 7 19 26
6 PM-7 PM No Yes 7 15 22
7 PM-8 PM No Yes 5 10 15
Total 45 68 113
Weekend Average Counts
11 AM-12 PM No Yes 7 10 17
12 PM-1 PM No Yes 8 7 15
1 PM-2 PM No Yes 12 4 16
4 PM-5 PM No Yes 7 7 14
5 PM-6 PM No Yes 2 5 7
6 PM-7 PM No Yes 6 6 12
Total 42 39 81
Notes:

Bicycle counts for three typical weekdays and two typical weekend days Parking Allowed
27 21 48
15 18 33
19 44 63
Hourly Average 3-Hour Average
26 24 50
Time Period EB WB EB WB Total EB WB Total
Weekday Average Counts
6 AM-7 AM Yes Yes 3 4 7
7 AM-8 AM No No 11 11 22
8 AM-9 AM No No 23 13 36
5 PM-6 PM No No 10 21 31
6 PM-7 PM Yes Yes 15 20 35
7 PM-8 PM Yes Yes 6 13 19
Total 68 82 150
Weekend Average Counts
11 AM-12 PM Yes Yes 10 9 19
12 PM-1 PM Yes Yes 12 8 20
1 PM-2 PM Yes Yes 12 3 15
4 PM-5 PM Yes Yes 7 6 13
5 PM-6 PM Yes Yes 4 5 9
6 PM-7 PM Yes Yes 8 6 14
Total 53 37 90
Notes:

Bicycle counts for three typical weekdays and two typical weekend days Parking Allowed
34 20 54
19 17 36
31 54 85
Hourly Average 3-Hour Average
37 28 65
Attachment 2

Homestead Road Full-Time Bike Lane Study December 6, 2022

P a g e | 7
Table 9 – Average Bicycle Counts – East of Tantau Avenue

The bicycle counts show that bicyclists were observed in the part-time bike lanes between 6:00 AM to 7:00 AM (6 to 8 bicyclists) and 6:00 PM to 8:00 PM (23 to 54 bicyclists) on weekdays and during the mid-afternoon/evening on weekends (51 to 188 bicyclists) when parking is allowed.

The highest westbound bicycle volumes along the study corridor on weekdays were observed west of Hollenbeck Avenue/Stelling Road from 7:00 AM to 8:00 AM (32 bicyclists) in the part-time bike lanes when parking is not allowed. The highest westbound bicycle volumes along the study corridor on weekends were observed west of Mary Avenue from 11:00 AM to 12:00 PM (21 bicyclists) when parking is allowed.

The weekday AM period bicycle counts are generally higher than the weekday PM period bicycle counts. The weekday AM 3-hour counts range from 32 to 153, and the weekday PM 3-hour counts range from 43 to 85. Furthermore, as many as 37 bicyclists were observed travelling westbound west of Heron Avenue in the part-time bike lane when parking is allowed (between 6:00 AM-7:00 AM and between 6:00 PM-8:00 PM).

Average weekday and weekend total bicycle volumes at each count location by direction and by AM, midday, and PM time periods are provided on Figures 1A-H.

Time Period EB WB EB WB Total EB WB Total
Weekday Average Counts
6 AM-7 AM No Yes 4 2 6
7 AM-8 AM No No 3 5 8
8 AM-9 AM No No 6 12 18
5 PM-6 PM No No 11 9 20
6 PM-7 PM No Yes 7 3 10
7 PM-8 PM No Yes 8 5 13
Total 39 36 75
Weekend Average Counts
11 AM-12 PM No Yes 4 4 8
12 PM-1 PM No Yes 8 6 14
1 PM-2 PM No Yes 7 3 10
4 PM-5 PM No Yes 6 3 9
5 PM-6 PM No Yes 2 2 4
6 PM-7 PM No Yes 4 2 6
Total 31 20 51
Notes:

Bicycle counts for three typical weekdays and two typical weekend days Parking Allowed
19 13 32
12 7 19
26 17 43
Hourly Average 3-Hour Average
13 19 32
Attachment 2

Homestead Road Full-Time Bike Lane Study December 6, 2022

P a g e | 8
Parking Analysis
Parking occupancy data was collected for on-street parking on Homestead Road, parking in the driveways of homes along Homestead Road, and on side streets within 500 feet of Homestead Road. Parking occupancy data was collected in the evening from 7:00 PM-9:00 PM and nighttime from 11:00 PM-1:00 AM on three weekdays and two weekend days when parking demand is typically the highest. Parking occupancy data is included in Appendix D.

Maximum parking utilization for on-street parking along each segment of the study corridor, off- street parking at adjacent residential driveways, and on-street parking on side streets within 500 feet of Homestead Road is shown on Figures 1A-H. Parking utilization is depicted using a graduated color scale from green to red, with green indicating parking utilization less than 40 percent, yellow and orange indicating parking utilization between 40 percent and 80 percent, and red indicating parking utilization greater than 80 percent. A black line is used to indicate segments where parking is allowed, but no parked vehicles were observed. The same graduated scale is applied for on-street parking, off-street parking, and side street parking. A band over the residential homes is used to indicate residential off-street parking, a dashed line is used to indicate on-street parking in the part-time bike lanes, and a solid line is used to indicate full-time on-street parking.

The number of available on-street parking spaces on each segment of the corridor and on-street on side streets within 500 feet are based on a field survey and documented in the Existing Conditions Field Survey Memorandum. The number of available off-street parking spaces at adjacent residential driveways were calculated assuming two driveway parking spaces for each single-family home. It should be noted that all homes along the corridor have two car parking garages, and many homes have an extra wide driveway that can accommodate a third parked vehicle.

Table 10 provides a summary of the number of available on-street parking spaces along the part- time bike lane segments, maximum number of parked vehicles observed on either the weekdays or weekend days, percent maximum parking utilization, and bike-lane width. There are a total of 200 on-street parking spaces available in the part-time bike lane segments along both directions of the corridor. A maximum parking utilization of 13 percent (26 spaces) was observed in the part-time bike lanes for the entire study corridor.

No parked cars were observed in the part-time bike lane segments along eastbound Homestead Road. No parked cars were observed in the part-time bike lane segments between Wright Avenue and Bernardo Avenue, Quail Avenue and Peacock Avenue, and Nightingale Avenue and Wolfe Road along westbound Homestead Road. Less than 20 percent on-street parking utilization was observed between Heron Avenue and Langport Way, Blue Jay Drive and De Anza Boulevard, New Brunswick Avenue and Kennewick Drive, and Samedra Street and Wright Avenue. Between 20 percent and 40 percent on-street parking utilization was observed between Swallow Drive and Quail Avenue, Wolfe Road and Heron Avenue, and Kennewick Drive and Mary Avenue. 50 percent on- street parking utilization was observed between Mary Avenue and Samedra Street, however, there are only two on-street parking spaces along this segment, and one space was occupied.

Furthermore, the width of several part-time bike lane segments along this corridor is less than 8 feet, which is the minimum width of a parking lane recommended by the Highway Design Manual (HDM). The City of Sunnyvale standards match HDM standards.

Attachment 2

Homestead Road Full-Time Bike Lane Study December 6, 2022

P a g e | 9
Table 10: Maximum On-Street Parking Utilization – Part-Time Bike Lane

Table 11: Maximum On-Street Parking Utilization – Full-Time Parking Lane

Segment
On-Street
Parking
Spaces
Max Parked
Cars
Observed1
% Max
Parking
Utilization
Bike Lane
Width (ft)
Eastbound
Blaney Avenue to Heron Avenue 11 0 0% 6'
Heron Avenue to Linnet Lane 13 0 0% 8'
Westbound
Swallow Drive to Quail Avenue 11 3 27% 5.5'-10'
Quail Avenue to Peacock Avenue2 0 0 0% 5.5'
Nightingale Avenue to Wolfe Road 7 0 0% 5.5'
Wolfe Road to Heron Avenue 17 4 24% 8'
Heron Avenue to Langport Way 37 6 16% 8'
Blue Jay Drive to De Anza Boulevard 16 2 13% 6.5'
New Brunswick Avenue to Kennewick Drive 20 1 5% 6.5'
Kennewick Drive to Mary Avenue 26 8 31% 6'
Mary Avenue to Samedra Street 2 1 50% 5.5'
Samedra Street to Wright Avenue 29 1 3% 6 - 6.5'
Wright Avenue to Bernardo Avenue 11 0 0% 7'
Total 200 26 13%
Notes:

ROW = Right-Of-Way

1. 2.

Maximum number of parked vehicles observed on either the weekdays or weekend days.

There is a posted sign on the north-west corner of Quail Avenue and Homestead Road denoting a part- time bike lane. However, west of the sign, the street widens to include a bike lane and a parking lane.

Therefore, no parking spaces are assumed in the part-time bike lane segment.

Segment
On-Street
Parking
Spaces
Max Parked
Cars
Observed1
% Max
Parking
Utilization
Eastbound
Bernardo Avenue to Wright Avenue 22 2 9%
Westbound
Kaiser Entrance to Swallow Drive2 6 4 67%
Swallow Drive to Quail Avenue 4 1 25%
Quail Avenue to Peacock Avenue 5 2 40%
Peacock Avenue to Nightingale Avenue 30 13 43%
Total 67 22 33%
Notes:

1. 2.

Maximum number of parked vehicles observed on either the weekdays or weekend days.

This segment is missing signage and is wide enough for 24-hour parking as well as a full- time bike lane, although a bike lane is not striped.

Attachment 2

Homestead Road Full-Time Bike Lane Study December 6, 2022

P a g e | 10
As shown in Table 11, the maximum on-street parking utilization along the segments of the corridor that have full-time parking lanes was observed to be 33 percent for the entire study corridor. Less than 20 percent on-street parking utilization was observed along eastbound Homestead Road between Bernardo Avenue and Wright Avenue. Between 20 percent and 40 percent on-street parking utilization was observed along westbound Homestead Road between Swallow Drive and Quail Avenue, between 40 percent and 60 percent on-street parking utilization was observed between Quail Avenue and Peacock Avenue and Peacock Avenue and Nightingale Avenue, and between 60 percent and 80 percent on-street parking utilization was observed between the Kaiser Entrance and Swallow Drive. The segment between the Kaiser Entrance and Swallow Drive along westbound Homestead Road is missing signage and is wide enough for 24-hour parking as well as a full-time bike lane, although a bike lane is not striped.

There were two on-street parking violations observed along this corridor: on the southside between Noranda Drive and Stelling Avenue and on the northside between Ontario Avenue and Forge Way.

As shown on Figures 1A-H, on-street parking utilization on the side streets within 500-feet of the corridor varies. Some side-streets were observed to have on-street parking utilization over 80%, while other side streets had on-street parking utilization of below 20%. Side-streets that were observed to have greater than 80 percent parking utilization on both sides of the street were Noranda Drive, New Brunswick Avenue (on-street parking allowed on only one-side), and Hollenbeck Avenue (on-street parking allowed on only one-side). All other side-streets were observed to have less than 80 percent maximum parking utilization on at least one side of the street.

The block length of the corridor segments where there are part-time bike lanes was measured to estimate the walk time from the center of the block to a side street. The block lengths generally range from 700 feet to 1000 feet. The typical walking time from the center of these blocks to 250 feet along the side-street is approximately 120 seconds to 220 seconds.

Figures 1A-H also illustrate the maximum weekday or weekend off-street parking utilization of residential driveways along the corridor. The off-street parking utilization of residential driveways along the corridor was observed to be high with most segments having an off-street parking utilization of over 85%. Driveways on the south side of the corridor between Mackenzie Drive and Noranda Drive and Noranda Drive and Stelling Drive, and driveways on the north side of the corridor between Nightingale Avenue and Wolfe Road, Wolfe Road and Heron Avenue, Heron Avenue and Langport Way, and New Brunswick Avenue and Kennewick Drive were observed to have greater than 100 percent parking utilization. This is because, many homes along the corridor have an extra wide driveway where more than two cars can be parked.

Overall, the maximum weekday or weekend on-street parking utilization on the corridor is low (below 20 percent), and there are sufficient on-street parking spaces available on the side streets and off-street in the residential driveways to accommodate parked cars in the part-time bike lanes of the study corridor.

Parking Violations
Recent 5-year parking citation data (2017 to 2021) was provided by the City of Sunnyvale from the City’s Department of Public Safety. The Department of Public Safety conducts proactive patrolling along the study corridor once or twice per shift. Due to limited resources for regular patrol, the Public Safety team also depends on service calls, and much of the enforcement along the corridor Attachment 2

Homestead Road Full-Time Bike Lane Study December 6, 2022

P a g e | 11
is reactive. Based on input from the community, parking violations occur frequently along this corridor, with many of the violations going unreported.

A review of the parking citation data along the study corridor shows that there were 60 parking related citations between January 1, 2017 and December 31, 2021. 36 (60%) of the parking citations occurred on weekdays. 28 (46%) parking citations were noted as violations due to illegally parking on the street, in a bikeway, in a marked zone, during certain hours, or in locations with signage indicating parking restrictions. The remaining parking citations were due to violations related to parking within 15 feet of fire hydrants, parking in locations with emergency and special event signs, expired/unregistered vehicles, and expired plates/tabs/stickers.

Conclusions
The purpose of the data collection was to evaluate the conversion of the part-time bike lanes to full- time bike lanes based on bicycle safety, bicycle volume, vehicular volume, and parking demand along the corridor. The analysis of collision, bicycle and vehicle volumes, and parking data shows:

• 14% of the collisions along the study corridor in the recent 5-years of collision data are bicycle related with 78% of the collisions at intersections. The primary collision factors include auto right-of-way violations (43%) and improper turning (36%). One collision was due to improper turning of the bicycle, which occurred when parking was allowed in the bicycle lanes. Four collisions were due to improper turning of the vehicle, one of which occurred when parking was allowed in the bicycle lanes. It is recommended that the improvements to the bike lanes along the corridor, midblock as well as at intersections, follow best practices to improve bicycle safety.
• Average weekday ADT volumes along the corridor range from approximately 13,300 to 21,000 vehicles and average weekend ADT volumes range from approximately 12,400 to 18,600 vehicles. The ADT shows that the corridor is currently operating below capacity. • The new ADT counts along the corridor are 12 percent lower than the weekday 2020 pre- pandemic counts and 7 percent lower than the weekend 2020 pre-pandemic counts. • The 85th percentile speed along the corridor in both directions is approximately 40mph, which is above the posted speed limit of 35mph.
• Bicyclists were observed in the part-time bike lanes when parking is allowed on weekdays before 7:00 AM and after 6:00 PM and on weekends when parking is allowed all day. • The width of several part-time bike lane segments along this corridor is less than 8 feet, which is the minimum width of a parking lane recommended by the Highway Design Manual and the City of Sunnyvale’s standards.
• The segment between the Kaiser Entrance and Swallow Drive along westbound Homestead Road has sufficient width for a full-time parking lane and a full-time bike lane, although a bike lane is not striped.
• The maximum weekday or weekend on-street parking utilization on the corridor is low (below 20%). While on-street parking utilization on side streets within 500 feet of the corridor and off-street in residential driveways is higher (approximately 50% and 85%, respectively), there are sufficient on-street parking spaces available on the side streets and off-street parking in residential driveways to accommodate the parked cars in the part-time bike lane sections.
• The typical walking time from the center of the blocks to 250 feet along the side-streets is approximately 120 seconds to 220 seconds.
• 28 (46%) parking citations were noted as violations due to illegally parking on the street, in a bikeway, in a marked zone, during certain hours, or in locations with signage indicating Attachment 2

Homestead Road Full-Time Bike Lane Study December 6, 2022

P a g e | 12
parking restrictions. These citations most likely represent parking violations in the part-time bike lanes. While the number of citations is low, users of the corridor report seeing frequent illegal parking in the bike lanes.

Attachment 2

111111 292929 22
222222
City of Su
nnyvale
City of Cupertin
o
LEGEND
= Bicycle Collision - Auto Right-of-Way Violation
= Full-Time On-Street Parking
= Daytime Bike Lane/Night Time
On-Street Parking
= Residential Driveways
Off-Street Parking
XXXX = Number of Available On-Street
Parking Spaces on Homestead Rd
XXXXXX
= Number of Available Off-Street
Parking Spaces
XX
20 40
60 80
100
0+
No Parked Cars Observed
= % Maximum Parking Utilization
(Study Corridor On-Street Parking,
Side Streets On-Street Parking (500ft),
Residential Driveways Off-Street Parking)
Average Bicycle Counts
Weekday 6-9 AM
Weekday 5-8 PM
Weekend 11 AM-2 PM
Weekend 4-7 PM
ADT
Weekday
Weekend
EB WB
112
39 76
30 10,320
7,100
41 45
54 28
6,650
5,330
Average Bicycle Counts
Weekday 6-9 AM
Weekday 5-8 PM
Weekend 11 AM-2 PM
Weekend 4-7 PM
ADT
Weekday
Weekend
EB WB
94 30
72 26
6,770
5,620
43 45
52 30
6,530
5,290
Homestead Full-Time Bike Lane Study
Figure 1A
Vehicle and
Bicycle Volumes,
Parking, and
Collision Data
Detail ADetail ADetail A
5’ 6.5’
Part-Time
Bike Lane
Full-Time
Bike Lane
10’ 10’ 10’11’ 11’
Bernardo AveBernardo
Ave
Wright AveWright Ave
Kimberly DrKimberly
Dr MacKenzie DrMacKenzie Dr
Samedra StSamedra St
Homestead RdHomestead Rd
Bernardo Ave
Wright Ave
Kimberly Dr
MacKenzie Dr
Samedra St
Homestead Rd
10 22
20 Bike Bike
Lane Lane
6’6’
Bike Bike
Lane Lane

5.5’5.5’
Bike Bike
Lane Lane
7’7’
Bike
Lane
6’
Bike
Lane

5.5’
Bike
Lane
7’
Attachment 2

City of Sunnyvale City of SunnyvaleCity of Cupertino City of Cupertino = Bicycle Collision - Auto Right-of-Way Violation
= Bicycle Collision - Wrong Side of Road
= Bicycle Collision - Improper Turning
LEGEND
20 40
60 80
100
0+
No Parked Cars Observed
= % Maximum Parking Utilization
(Study Corridor On-Street Parking,
Side Streets On-Street Parking (500ft),
Residential Driveways Off-Street Parking)
= Residential Driveways
Off-Street Parking
= Full-Time On-Street Parking
= Daytime Bike Lane/Night Time
On-Street Parking
XXXX = Number of Available On-Street
Parking Spaces on Homestead RdXXXXXX
= Number of Available Off-Street
Parking Spaces
XX
262626 202020
Detail BDetail BDetail B
6’ 2’ 6’
Part-Time
Bike Lane
Full-Time
Bike Lane Buffer
10’ 10’ 10’11’ 11’
2’
Buffer
Homestead Full-Time Bike Lane Study
Figure 1B
Vehicle and
Bicycle Volumes,
Parking, and
Collision Data
Average Bicycle Counts
Weekday 6-9 AM
Weekday 5-8 PM
Weekend 11 AM-2 PM
Weekend 4-7 PM
ADT
Weekday
Weekend
EB WB
30 29
53 21
8,430
6,820
57 37
35 25
8,120
6,500
Mary AveMa
ry
Ave
Kennewick DrKennewick Dr
New Brunswick AveNew
Brunsw
ick Ave
Noranda DrNoranda Dr
Homestead Rd
Mary Ave
Kennewick Dr
New Brunswick Ave
Noranda Dr
Homestead Rd
oHoo t dd h S hoo
Homem steaeaee ddd HiHighghh SSchchooooll
24 16
2 2
2 Bike
Lane

6.5’
Bike
Lane

6.5’
Attachment 2

City of Sunnyv
al
e
City of Sunnyvale
City of Cupertino
City of Cupertino
LEGEND
= Bicycle Collision - Pedestrian Right-of-Way Violation = Bicycle Collision - Improper Turning
= Bicycle Collision - Auto Right-of-Way Violation = Illegally Parked Car = Full-Time On-Street Parking
20 40
60 80
100
0+
No Parked Cars Observed
= % Maximum Parking Utilization
(Study Corridor On-Street Parking,
Side Streets On-Street Parking (500ft),
Residential Driveways Off-Street Parking)
Homestead Full-Time Bike Lane Study
Figure 1C
Vehicle and
Bicycle Volumes,
Parking, and
Collision Data
Hollenbeck AveHollenbeck
Ave
N Stelling RdN Stelling Rd
Ontario DrOnt
ario Dr Forge WyForge Wy
Franco CtFranc
o Ct
Homestead RdHomestead Rd
Hollenbeck Ave
N Stelling Rd
Ontario Dr Forge Wy
Franco Ct
Homestead Rd
Average Bicycle Counts
Weekday 6-9 AM
Weekday 5-8 PM
Weekend 11 AM-2 PM
Weekend 4-7 PM
ADT
Weekday
Weekend
EB WB
32 21
38 16
10,450
9,370
23 35
24 23
10,530
8,230
Detail CDetail C
5’ 5’
Full-Time
Bike Lane
Full-Time
Bike Lane
10’ 10’ 10’ 13’10’
Detail C
Attachment 2

LEGEND
= Residential Driveways
Off-Street Parking
= Full-Time On-Street Parking
= Daytime Bike Lane/Night Time
On-Street Parking20
40 60
80 100
0+
No Parked Cars Observed
= % Maximum Parking Utilization
(Study Corridor On-Street Parking,
Side Streets On-Street Parking (500ft),
Residential Driveways Off-Street Parking)
XXXX = Number of Available On-Street
Parking Spaces on Homestead RdXXXXXX
City of Sunnyvale
City of Cupertino
City of Sunnyvale
City of Cupertino
1616
Homestead Full-Time Bike Lane Study
Figure 1D
Vehicle and Bicycle Volumes,
Parking, and Collision Data
Bluejay DrBluejay
Dr
Canary DrCanary Dr
Homestead RdHomestead Rd
Sunnyvale-Saratoga RdSunnyvale-Sarat
oga Rd
De Anza BlvdDe Anza BlvdDe Anza Blvd
Bluejay Dr Canary Dr
Homestead Rd
Sunnyvale-Saratoga Rd
5’
Full-Time
Bike Lane Median
11’ 11’ 15’11’ 11’
Detail D

6.5’
Part-Time
Bike Lane
Average Bicycle Counts
Weekday 6-9 AM
Weekday 5-8 PM
Weekend 11 AM-2 PM
Weekend 4-7 PM
ADT
Weekday
Weekend
EB WB
26 19
27 15
10,320
8,730
24 44
21 18
10,130
8,850
Attachment 2

City of Sunnyvale
City of Cupertino
LEGEND
= Bicycle Collision - Improper Turning
= Bicycle Collision - Unsafe Lane Change
20 40
60 80
100
0+
No Parked Cars Observed
= % Maximum Parking Utilization
(Study Corridor On-Street Parking,
Side Streets On-Street Parking (500ft),
Residential Driveways Off-Street Parking)
= Residential Driveways
Off-Street Parking
= Full-Time On-Street Parking
= Daytime Bike Lane/Night Time
On-Street Parking
XXXX = Number of Available On-Street
Parking Spaces on Homestead RdXXXXXX
= Number of Available Off-Street
Parking Spaces
XX
4 26
373737
Northpoint WyNorthpoint
W
y
Northseal SqNorthseal Sq
Blaney AveBlaney Ave
Fala TerraceFala
Te
rrace
Homestead RdHomestead Rd
Langport WyLangport Wy
Northpoint WyNorthseal Sq
Blaney Ave
Fala Terrace
Homestead Rd
Langport Wy
Detail
D t EE
ee Detail
See Detail E
5’ 8’
Part-Time
Bike Lane
Full-Time
Bike Lane
11’ 11’10’13’ 13’
Detail E
Homestead Full-Time Bike Lane Study
Figure 1E
Vehicle and
Bicycle Volumes,
Parking, and
Collision Data
Attachment 2

City of Sunnyvale
City of Cupertino
LEGEND
= Bicycle Collision - Improper Turning
= Bicycle Collision - Auto Right-of-Way Violation
20 40
60 80
100
0+
No Parked Cars Observed
= % Maximum Parking Utilization
(Study Corridor On-Street Parking,
Side Streets On-Street Parking (500ft),
Residential Driveways Off-Street Parking)
= Full-Time On-Street Parking
= Daytime Bike Lane/Night Time
On-Street Parking
XXXX = Number of Available On-Street
Parking Spaces on Homestead Rd
XXXXXX
= Number of Available Off-Street
Parking Spaces
XX
10 8
16 4
111111 131313
171717 77
00 FFFFFF
FF
D t il
FFFFFF
Det
DeDeD taaailil
Detail
FFF
F
SeSeSeeee
See
8’8’
Part-Time
Bike Lane
Part-Time
Bike Lane
13’ 13’11’ 11’
Detail F
Homestead Full-Time Bike Lane Study
Figure 1F
Vehicle and
Bicycle Volumes,
Parking, and
Collision Data
Heron AveHeron Ave
Linnet LnLinnet Ln
Wolfe RdWolf
e Rd Nightingale AveNighti
ngale Ave
Homestead RdHomestead Rd
City of CupertinoCity of Sunnyv
ale
Heron Ave
Linnet Ln
Wolfe Rd
Nightingale Ave
Homestead Rd
Bike Bike
Lane Lane
8’8’
Bike Bike
Lane Lane

5.5’5.5’Bike Bike
Lane Lane
6’6’
Bike Bike
Lane Lane
6’6’
Bike
Lane
8’
Bike
Lane

5.5’Bike
Lane
6’
Bike
Lane
6’
Weekday 6-9 AM
Weekday 5-8 PM
Weekend 11 AM-2 PM
Weekend 4-7 PM
ADT
Weekday
Weekend
Average
Bicycle Counts EB WB
37 31
34 19
9,580
7,860
28 54
20 17
9,250
7,730
= Residential Driveways
Off-Street Parking
Attachment 2

City of Sunnyvale
City of Cupertino
LEGEND
= Residential Driveways
Off-Street Parking
= Full-Time On-Street Parking
= Daytime Bike Lane/Night Time
On-Street Parking
20 40
60 80
100
0+
No Parked Cars Observed
= % Maximum Parking Utilization
(Study Corridor On-Street Parking,
Side Streets On-Street Parking (500ft),
Residential Driveways Off-Street Parking)
XXXX = Number of Available On-Street
Parking Spaces on Homestead RdXXXXXX
= Number of Available Off-Street
Parking Spaces
XX
42 10
18 55 00 111111303030
5’ 8’5’
Full-Time
Bike Lane
Street
Parking
Full-Time
Bike Lane
11’ 11’10’ 10’11’
Detail G
Homestead Full-Time Bike Lane Study
Figure 1G
Vehicle and Bicycle Volumes,
Parking, and Collision Data
Peacock AvePeacock Av
e
Quail AveQuail Av
e
N Tantau AveN Tantau Ave
Homestead RdHomestead Rd
Peacock Ave
Quail Ave
N Tantau Ave
Homestead Rd
Bike Bike
Lane Lane

5.5’5.5’
Bike Bike
Lane Lane
10’10’
ParkingParking
Lane Lane
8’8’
Bike
Lane

5.5’
Bike
Lane
10’
Parking
Lane
8’
Attachment 2

City of SunnyvaleCity of Sunnyvale
City of Santa Clara
City of Santa Clara
City of Cupertino
City of Cupertino
XXXX = Number of Available On-Street
Parking Spaces on Homestead RdXXXXXX
= Number of Available Off-Street
Parking Spaces
XX
LEGEND
= Residential Driveways
Off-Street Parking
= Full-Time On-Street Parking
= Daytime Bike Lane/Night Time
On-Street Parking
20 40
60 80
100
0+
No Parked Cars Observed
= % Maximum Parking Utilization
(Study Corridor On-Street Parking,
Side Streets On-Street Parking (500ft),
Residential Driveways Off-Street Parking)
HH
D t HH
DeDDD il HHHH
SeSeSeee e DeDeDeDetataataililil HHH
6’ 6’
Full-Time
Bike Lane
Full-Time
Bike Lane
13’28’12’ 13’ 12’
Detail H
Median
Homestead Full-Time Bike Lane Study
Figure 1H
Vehicle and Bicycle Volumes,
Parking, and Collision Data
Swallow DrSwallow D
r
Swallow WySw
allow Wy
Homestead RdHomestead Rd
Swallow Dr
Swallow Wy
Homestead Rd
Average Bicycle Counts
Weekday 6-9 AM
Weekday 5-8 PM
Weekend 11 AM-2 PM
Weekend 4-7 PM
ADT
Weekday
Weekend
EB WB
13 26
19 12
10,210
7,800
19 17
13 7
10,400
8,110
10 6644
Bike Bike
Lane Lane

5.5’5.5’
Bike Bike
Lane/Lane/
ParkingParking
Lane Lane
12’12’
ParkingParking
Lane Lane

6.5’6.5’
Bike
Lane

5.5’
Bike
Lane/
Parking
Lane
12’
Parking
Lane

6.5’
Attachment 2

Homestead Road Full-Time Bike Lane Study December 6, 2022

P a g e | 21

Appendix A
Existing Conditions Field Survey Memorandum

Attachment 2

Memorandum

Date: August 29, 2022

To: Ms. Angela Wong, City of Sunnyvale

From: Shikha Jain

Subject: Existing Conditions Field Survey Homestead Road Full-Time Bike Lane Study

Hexagon has conducted field observations of Homestead Road between Bernardo Avenue and the Kaiser Entrance to verify locations of bicycle lanes including part-time facilities, parking restrictions, roadway and lane widths, available on-street parking spaces, and side street parking spaces within 500-feet of the corridor. The northern side of the street is generally under the City of Sunnyvale’s jurisdiction. Some segments have full-time bike lanes, but most of the street has part-time bicycle facilities. The southern side of the street is generally under the City of Cupertino’s jurisdiction, and most of the street has full-time bike lanes and no parking allowed.

Aerial graphical exhibits documenting segments with full-time bicycle lanes, no parking zones, missing signage, existing lane widths, and number of on-street parking spaces have been developed as shown in Figures 1A-H.

Attachment 2

Bernardo AveBernardo
Ave
Wright AveWright Ave
Kimberly DrKimberly
Dr MacKenzie DrMacKenzie Dr
Samedra StSam
edra St
Homestead Rd
10 omestead d
22 20
Bernardo Ave
Wright Ave
Kimberly Dr
MacKenzie Dr
Samedra St
Homestead Rd
City of Su
nnyvale
City of Cupertin
o
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Buffered Bike Lane
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
111111 292929
222222
Bike Bike
Lane Lane
6’6’
Bike Bike
Lane Lane

5.5’5.5’
Bike Bike
Lane Lane
7’7’
Bike
Lane
6’
Bike
Lane

5.5’
Bike
Lane
7’
8888
8888
141414 141414
141414
141414
161616
161616
Homestead Full-Time Bike Lane Study
Figure 1A
Existing Bike/Parking Configurations
5’ 6.5’
Part-Time
Bike Lane
Full-Time
Bike Lane
10’ 10’10’11’ 11’
Detail A
00 00 00 00 00
22 Attachment 2

City of Sunnyvale City of SunnyvaleCity of Cupertino City of Cupertino Mary AveMa
ry
Ave
Kennewick DrKennewick Dr
New Brunswick AveNew
Brunsw
ick Ave
Noranda DrNoranda Dr
Homestead Rd
Mary Ave
Kennewick Dr
New Brunswick Ave
Noranda Dr
Homestead Rd
Ho t ddd ghgh hoooo
Homests ead HiH gh SSSSchhchhchooooo lll
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Buffered Bike Lane
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
24 16
2 2
2 262626
00 00
202020
Bike
Lane

6.5’
Bike
Lane

6.5’
88 88
00 161616 161616
88 161616161616
Homestead Full-Time Bike Lane Study
Figure 1B
Existing Bike/Parking Configurations
6’ 2’ 6’
Part-Time
Bike LaneFull-Time
Bike Lane Buffer
10’ 10’ 10’11’ 11’
Detail B
D
D ttt ilil
B
BBB
SSS
2’
Buffer
Attachment 2

City of Sunnyv
al
e
City of Sunnyvale
City of Cupertino
City of Cupertino
Hollenbeck AveHollenbeck
Ave
N Stelling RdN Stelling Rd
Ontario DrOnt
ario Dr
Forge WyForge Wy
Franco CtFranco Ct
Homestead RdHomestead Rd
Hollenbeck Ave
N Stelling Rd
Ontario Dr Forge Wy
Franco Ct
Homestead Rd
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
XXXXXX
XXXXXX
00 00
00 00
00 00
00 88
00 161616
161616
00 00 00 00
Homestead Full-Time Bike Lane Study
Figure 1C
Existing Bike/Parking Configurations

D t C
DeDD CCCC
SeSeSeSeee e DeDeDeDetatataailili CCCC
5’ 5’
Full-Time
Bike Lane
Full-Time
Bike Lane
10’ 10’ 10’13’ 10’
Detail C
Attachment 2

City of Sunnyvale
City of Cupertino
Sunnyvale-Saratoga RdSunnyvale-Sarat
oga Rd
Bluejay DrBluejay
Dr
Canary DrCanary Dr
Homestead RdHomestead Rd
Sunnyvale-Saratoga Rd
De Anza BlvdDe Anza BlvdDe Anza Blvd
Bluejay Dr Canary Dr
Homestead Rd
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
XXXXXX
XXXXXX
00 00
00 00
00 00
161616 161616 161616 161616
00 00
00 00
00 00161616
Homestead Full-Time Bike Lane Study
Figure 1D
Existing Bike/Parking Configurations
5’
Full-Time
Bike Lane Median
11’ 11’ 15’11’ 11’
Detail D

6.5’
Part-Time
Bike Lane
Attachment 2

4 26
000
000000
00 373737
00 City of Sunnyvale
City of Cupertino
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
88 88
161616
00 00
Northpoint WyNorthpoint
W
yNorthseal SqNorthseal Sq
Blaney AveBlaney Ave
Fala TerraceFa
la Terrace
Homestead RdHomestead Rd
Langport WyLangport Wy
Northpoint Wy
Northseal Sq
Blaney Ave
Fala Terrace
Homestead Rd
Langport Wy
Homestead Full-Time Bike Lane Study
Figure 1E
Existing Bike/Parking Configurations
D t E
D tt
DeDD t il
DeDeDeD tatatailililil
DDD ttt lili
EEEE
EEE
SeSeSeeee ee
SS
5’ 8’
Part-Time
Bike Lane
Full-Time
Bike Lane
11’ 11’10’13’ 13’
Detail E
Attachment 2

City of Sunnyvale
City of Cupertino
10 8
16 4
Heron AveHeron Ave
Linnet LnLinnet Ln
Wolfe RdWolf
e Rd Nightingale AveNighti
ngale Ave
Homestead RdHomestead Rd
Heron Ave
Linnet Ln
Wolfe Rd
Nightingale Ave
Homestead Rd
00 00
0000
8888
8888
8888
8888
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
111111
77 131313
171717
00 00 00 0000
00 City of
Cupertino
City of Sunnyvale
Bike Bike
Lane Lane
8’8’
Bike Bike
Lane Lane

5.5’5.5’Bike Bike
Lane Lane
6’6’
Bike Bike
Lane Lane
6’6’
Bike
Lane
8’
Bike
Lane

5.5’Bike
Lane
6’
Bike
Lane
6’
Homestead Full-Time Bike Lane Study
Figure 1F
Existing Bike/Parking Configurations
FFFF
FFFFF
D t

FFFFFFF
DDD
DeDeDetataailili
DeDetatailil
FFF
FF
SeSeSee e e
SeSeee
8’8’
Part-Time
Bike Lane
Part-Time
Bike Lane
13’ 13’11’ 11’
Detail F
Attachment 2

42 10
18 City of Sunnyvale
City of Cupertino
Peacock AvePeacock Av
e
Quail AveQuail Ave
N Tantau AveN Tantau Ave
Homestead RdHomestead Rd
Peacock Ave
Quail Ave
N Tantau Ave
Homestead Rd 55 00 111111
00 00
303030
88 88 88 88
0000
XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
Bike Bike
Lane Lane

5.5’5.5’
Bike Bike
Lane Lane
10’10’
ParkingParking
Lane Lane
8’8’
Bike
Lane

5.5’
Bike
Lane
10’
Parking
Lane
8’
Homestead Full-Time Bike Lane Study
Figure 1G
Existing Bike/Parking Configurations
GG
e DDeDeDD tt G
SeSeSeS e eee DeDeDDetatatataililil GGG
5’ 8’5’
Full-Time
Bike Lane
Street
Parking Full-Time
Bike Lane
11’ 11’10’ 10’11’
Detail G
Attachment 2

10 City of SunnyvaleCity of Sunnyvale
City of Santa Clara
City of Santa Clara
City of Cupertino
City of Cupertino
Missing
Bike Lane
Sign
00000
00 00
66 88 88
00 00
44 XXXX
XXXX
LEGEND
= Full-Time No Parking Area
= Daytime Bike Lane/Night time Parking
(No Parking 7:00 AM to 6:00 PM Monday-Friday)
= Full-Time Bike Lane
= Side Street Parking Area (500 ft)
= Number of On-Street Parking Spaces on Homestead Rd
= Number of On-Street Parking Spaces on Side Street
= Available Off-Street Parking Spaces
XXXXXX
XXXXXX
= Number of Available Off-Street Parking Spaces XX
Swallow DrSwallow D
r
Swallow WySw
allow Wy
Homestead RdHomestead Rd
Swallow Dr
Swallow Wy
Homestead Rd
Bike Bike
Lane Lane

5.5’5.5’
Bike Bike
Lane/Lane/
ParkingParking
Lane Lane
12’12’
ParkingParking
Lane Lane

6.5’6.5’
Bike
Lane

5.5’
Bike
Lane/
Parking
Lane
12’
Parking
Lane

6.5’
Homestead Full-Time Bike Lane Study
Figure 1H
Existing Bike/Parking Configurations
D t HH
DeDDD HHHHH
SeSeSeeee DeDeDeDetatataililil HHH
6’ 6’
Full-Time
Bike Lane
Full-Time
Bike Lane
13’28’12’ 13’ 12’
Detail H
Median
Attachment 2

Homestead Road Full-Time Bike Lane Study December 6, 2022

P a g e | 22

Appendix B
Average Daily Counts

Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 0 28 2 0 0 0 0 0 0 0 0 0 0 30
01:00 0 14 0 0 0 0 0 0 0 0 0 0 0 14
02:00 0 8 0 0 0 0 0 0 0 0 0 0 0 8
03:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
04:00 0 12 3 0 1 0 0 0 1 0 0 0 0 17
05:00 0 49 12 0 0 0 0 0 0 0 0 0 0 61
06:00 1 97 6 0 1 2 0 0 0 0 0 0 0 107
07:00 9 569 6 4 1 1 4 0 0 0 0 0 1 595
08:00 6 659 21 0 0 2 1 1 0 0 0 0 0 690
09:00 5 481 20 1 5 1 4 1 0 0 0 0 0 518
10:00 2 460 19 1 3 2 0 0 0 0 0 0 0 487
11:00 3 579 19 1 2 5 2 1 0 0 0 0 0 612
12 PM 3 747 21 0 4 2 1 1 0 0 0 0 0 779
13:00 3 657 23 0 1 3 1 1 0 0 0 0 0 689
14:00 2 696 21 1 3 1 0 0 0 0 0 0 0 724
15:00 9 769 19 1 1 2 8 0 1 0 0 0 1 811
16:00 11 724 27 4 4 2 1 0 0 0 0 0 0 773
17:00 4 839 13 0 0 4 3 4 0 0 0 0 1 868
18:00 3 641 14 1 1 3 2 0 0 0 0 0 0 665
19:00 1 496 10 1 2 1 3 1 0 0 0 0 0 515
20:00 1 346 7 0 0 0 0 0 0 0 0 0 0 354
21:00 1 229 3 1 1 2 0 0 0 0 0 0 0 237
22:00 2 139 4 0 0 0 0 0 0 0 0 0 0 145
23:00 0 64 1 0 0 0 0 1 0 0 0 0 0 66
Day
Total 66 9308 271 16 30 33 30 11 2 0 0 0 3 9770
Percent 0.7% 95.3% 2.8% 0.2% 0.3% 0.3% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 08:00 08:00 07:00 09:00 11:00 07:00 08:00 04:00 07:00 08:00 Vol. 9 659 21 4 5 5 4 1 1 1 690
PM Peak 16:00 17:00 16:00 16:00 12:00 17:00 15:00 17:00 15:00 15:00 17:00 Vol. 11 839 27 4 4 4 8 4 1 1 868
Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 1 26 2 0 0 0 0 0 0 0 0 0 0 29
01:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
02:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
03:00 0 4 0 0 1 0 0 0 0 0 0 0 0 5
04:00 0 18 1 0 0 0 0 0 0 0 0 0 0 19
05:00 0 55 8 0 1 2 0 0 0 0 0 0 0 66
06:00 2 115 7 0 1 1 0 0 0 0 0 0 0 126
07:00 15 534 13 2 0 3 3 1 0 0 0 0 0 571
08:00 6 656 25 2 0 3 4 0 0 0 0 0 0 696
09:00 4 628 9 0 3 0 0 0 0 0 0 1 1 646
10:00 6 517 15 0 2 2 2 0 1 0 0 0 0 545
11:00 5 573 19 2 1 6 1 2 0 0 0 0 1 610
12 PM 2 780 28 0 2 4 1 2 0 0 0 0 1 820
13:00 5 609 26 0 2 5 1 0 1 0 0 0 0 649
14:00 2 800 26 1 5 3 3 1 1 0 0 0 0 842
15:00 15 794 29 1 2 6 3 0 0 0 0 0 0 850
16:00 10 669 18 2 0 4 1 0 0 0 0 0 0 704
17:00 3 826 21 2 4 4 3 1 0 0 0 0 0 864
18:00 2 654 16 1 0 5 2 2 0 0 0 0 0 682
19:00 5 498 7 1 0 2 1 1 0 0 0 0 0 515
20:00 2 396 8 0 1 2 1 0 0 0 0 0 0 410
21:00 1 291 6 0 0 1 0 1 0 0 0 0 0 300
22:00 2 177 4 1 0 2 0 0 0 0 0 0 0 186
23:00 1 92 1 0 0 1 0 0 0 0 0 0 0 95
Day
Total 89 9724 289 15 25 56 26 11 3 0 0 1 3 10242
Percent 0.9% 94.9% 2.8% 0.1% 0.2% 0.5% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 08:00 08:00 07:00 09:00 11:00 08:00 11:00 10:00 09:00 09:00 08:00 Vol. 15 656 25 2 3 6 4 2 1 1 1 696
PM Peak 15:00 17:00 15:00 16:00 14:00 15:00 14:00 12:00 13:00 12:00 17:00 Vol. 15 826 29 2 5 6 3 2 1 1 864
Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 1 45 5 0 0 0 0 0 0 0 0 0 0 51
01:00 0 19 0 1 0 0 0 0 0 0 0 0 0 20
02:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
03:00 0 9 0 0 0 0 0 0 0 0 0 0 0 9
04:00 0 20 2 0 0 1 0 0 0 0 0 0 0 23
05:00 0 55 8 1 0 1 0 0 1 0 0 0 0 66
06:00 1 129 9 0 0 6 0 0 0 0 0 0 0 145
07:00 11 618 10 1 2 3 1 0 0 0 0 0 0 646
08:00 4 749 21 2 1 3 3 1 0 0 0 0 2 786
09:00 9 537 18 2 5 3 0 2 0 0 0 0 0 576
10:00 6 635 17 2 0 1 1 0 1 0 0 0 0 663
11:00 3 599 24 0 1 1 1 0 1 0 0 0 0 630
12 PM 2 631 29 1 1 6 5 0 0 0 0 0 0 675
13:00 4 605 24 2 2 6 1 0 0 0 0 0 0 644
14:00 2 748 20 0 4 5 2 0 1 0 0 0 0 782
15:00 9 889 22 1 6 1 5 4 1 0 0 0 0 938
16:00 5 852 20 2 4 4 4 3 0 0 0 0 3 897
17:00 4 835 21 3 1 1 1 1 0 0 0 0 0 867
18:00 7 631 15 1 2 7 1 0 0 0 0 0 0 664
19:00 3 668 8 1 0 0 3 0 0 0 0 0 1 684
20:00 3 441 7 0 2 1 3 0 0 0 0 0 0 457
21:00 0 369 7 0 3 0 3 0 0 0 0 0 0 382
22:00 0 204 3 3 0 4 1 0 0 0 0 0 0 215
23:00 0 127 3 2 1 2 0 0 0 0 0 0 0 135
Day
Total 74 10421 293 25 35 56 35 11 5 0 0 0 6 10961
Percent 0.7% 95.1% 2.7% 0.2% 0.3% 0.5% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.1% AM Peak 07:00 08:00 11:00 08:00 09:00 06:00 08:00 09:00 05:00 08:00 08:00 Vol. 11 749 24 2 5 6 3 2 1 2 786
PM Peak 15:00 15:00 12:00 17:00 15:00 18:00 12:00 15:00 14:00 16:00 15:00 Vol. 9 889 29 3 6 7 5 4 1 3 938

Grand
Total 229 29453 853 56 90 145 91 33 10 0 0 1 12 30973
Percent 0.7% 95.1% 2.8% 0.2% 0.3% 0.5% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 1 18 0 0 0 4 0 0 1 0 0 0 0 24
01:00 0 11 0 0 0 1 0 0 0 0 0 0 0 12
02:00 0 4 0 0 0 1 0 0 0 0 0 0 0 5
03:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
04:00 0 16 3 0 0 6 0 0 0 0 0 0 0 25
05:00 1 54 5 0 0 13 0 0 0 0 0 0 0 73
06:00 3 106 3 0 1 25 0 0 0 1 0 0 0 139
07:00 16 454 5 1 0 38 3 0 1 1 0 0 2 521
08:00 13 468 1 0 0 40 4 0 0 5 0 0 1 532
09:00 9 289 1 0 0 27 1 0 0 1 0 0 1 329
10:00 12 266 1 0 0 24 3 0 2 2 0 0 0 310
11:00 10 324 3 0 0 15 4 0 0 2 0 0 1 359
12 PM 27 466 3 0 0 25 2 0 1 1 0 0 0 525
13:00 13 415 0 0 0 20 3 0 1 1 0 0 2 455
14:00 13 481 2 0 0 24 4 0 0 3 0 0 1 528
15:00 12 380 1 0 0 16 0 0 0 1 0 0 1 411
16:00 11 354 1 1 1 18 4 0 0 0 0 0 1 391
17:00 12 432 2 0 0 23 5 0 1 1 0 0 2 478
18:00 14 328 2 0 0 31 5 0 0 5 0 0 0 385
19:00 6 267 1 0 0 31 4 0 1 0 0 0 2 312
20:00 3 200 2 0 0 34 1 0 0 0 0 0 0 240
21:00 2 136 1 0 0 26 1 0 0 0 0 0 0 166
22:00 4 72 3 0 0 20 2 0 0 0 0 0 0 101
23:00 1 39 1 0 0 6 0 0 0 0 0 0 0 47
Day
Total 183 5586 41 2 2 468 46 0 8 24 0 0 14 6374
Percent 2.9% 87.6% 0.6% 0.0% 0.0% 7.3% 0.7% 0.0% 0.1% 0.4% 0.0% 0.0% 0.2% AM Peak 07:00 08:00 05:00 07:00 06:00 08:00 08:00 10:00 08:00 07:00 08:00 Vol. 16 468 5 1 1 40 4 2 5 2 532
PM Peak 12:00 14:00 12:00 16:00 16:00 20:00 17:00 12:00 18:00 13:00 14:00 Vol. 27 481 3 1 1 34 5 1 5 2 528
Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 5 0 0 0 3 0 0 0 0 0 0 0 8
01:00 0 8 0 0 0 1 0 0 0 0 0 0 0 9
02:00 0 1 1 0 0 1 0 0 0 0 0 0 0 3
03:00 0 8 1 0 0 0 0 0 0 0 0 0 0 9
04:00 0 19 0 0 0 1 1 0 0 0 0 0 0 21
05:00 0 47 2 0 0 8 0 0 0 0 0 0 0 57
06:00 2 118 4 0 0 22 0 1 0 0 0 0 0 147
07:00 14 372 5 0 0 43 2 1 0 4 0 0 0 441
08:00 21 404 1 1 0 33 3 0 0 3 0 0 3 469
09:00 15 412 2 0 0 33 1 0 0 1 0 0 2 466
10:00 13 302 1 0 0 27 0 0 0 3 0 0 0 346
11:00 11 341 1 0 0 30 3 0 0 2 0 0 1 389
12 PM 27 501 1 0 0 19 6 0 0 1 0 0 1 556
13:00 15 388 1 0 0 13 2 0 0 0 0 0 1 420
14:00 10 510 1 0 0 9 1 0 0 0 0 0 1 532
15:00 11 421 3 1 0 5 8 0 0 1 0 0 0 450
16:00 7 328 0 0 0 9 5 0 0 1 0 0 1 351
17:00 11 438 0 0 0 17 7 1 1 0 0 0 0 475
18:00 12 326 2 0 0 28 4 0 0 0 0 0 2 374
19:00 8 278 1 1 1 29 3 0 1 3 0 0 0 325
20:00 7 231 2 0 0 28 2 0 1 2 0 0 0 273
21:00 1 153 1 0 0 19 2 0 0 0 0 0 1 177
22:00 1 112 1 0 0 15 1 0 0 0 0 0 0 130
23:00 1 54 1 0 0 12 2 0 0 0 0 0 0 70
Day
Total 187 5777 32 3 1 405 53 3 3 21 0 0 13 6498
Percent 2.9% 88.9% 0.5% 0.0% 0.0% 6.2% 0.8% 0.0% 0.0% 0.3% 0.0% 0.0% 0.2% AM Peak 08:00 09:00 07:00 08:00 07:00 08:00 06:00 07:00 08:00 08:00 Vol. 21 412 5 1 43 3 1 4 3 469
PM Peak 12:00 14:00 15:00 15:00 19:00 19:00 15:00 17:00 17:00 19:00 18:00 12:00 Vol. 27 510 3 1 1 29 8 1 1 3 2 556
Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 1 31 1 0 0 3 1 0 0 0 0 0 0 37
01:00 0 5 1 0 0 3 1 0 0 0 0 0 0 10
02:00 0 4 1 0 0 1 0 0 0 0 0 0 0 6
03:00 0 5 0 0 0 3 0 0 0 0 0 0 0 8
04:00 0 19 0 0 0 4 0 0 0 0 0 0 0 23
05:00 3 65 2 0 0 13 0 1 1 0 0 0 0 85
06:00 5 109 2 0 1 22 0 0 0 0 0 0 0 139
07:00 12 445 4 0 0 30 4 0 0 2 0 0 1 498
08:00 17 496 5 0 0 39 3 0 3 1 0 0 0 564
09:00 8 334 2 1 1 23 3 0 0 1 0 0 0 373
10:00 36 452 2 0 1 32 7 0 3 1 0 0 2 536
11:00 14 366 2 0 0 17 4 0 1 1 0 0 0 405
12 PM 10 377 1 0 0 23 2 0 0 1 0 0 1 415
13:00 11 362 0 0 0 21 3 0 1 3 0 0 0 401
14:00 5 464 3 0 1 28 2 0 0 0 0 0 0 503
15:00 7 437 0 0 0 17 5 0 0 0 0 0 1 467
16:00 11 420 0 0 0 9 5 0 1 4 0 0 1 451
17:00 18 440 0 0 0 14 7 0 0 6 0 0 0 485
18:00 7 320 1 0 0 28 6 0 0 2 0 0 0 364
19:00 15 497 2 0 0 31 6 0 0 5 0 0 2 558
20:00 5 275 1 0 0 24 2 0 1 1 0 0 0 309
21:00 0 214 0 0 0 18 0 0 0 1 0 0 0 233
22:00 1 110 1 0 0 16 1 0 0 1 0 0 0 130
23:00 1 67 1 0 0 12 1 0 0 0 0 0 0 82
Day
Total 187 6314 32 1 4 431 63 1 11 30 0 0 8 7082
Percent 2.6% 89.2% 0.5% 0.0% 0.1% 6.1% 0.9% 0.0% 0.2% 0.4% 0.0% 0.0% 0.1% AM Peak 10:00 08:00 08:00 09:00 06:00 08:00 10:00 05:00 08:00 07:00 10:00 08:00 Vol. 36 496 5 1 1 39 7 1 3 2 2 564
PM Peak 17:00 19:00 14:00 14:00 19:00 17:00 13:00 17:00 19:00 19:00 Vol. 18 497 3 1 31 7 1 6 2 558

Grand
Total 557 17677 105 6 7 1304 162 4 22 75 0 0 35 19954
Percent 2.8% 88.6% 0.5% 0.0% 0.0% 6.5% 0.8% 0.0% 0.1% 0.4% 0.0% 0.0% 0.2% Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 0 2 1 9 9 7 1 1 0 0 0 0 0 30 31-40 18
01:00 0 0 1 0 4 4 2 2 0 1 0 0 0 0 14 31-40 8
02:00 0 0 0 0 0 5 1 2 0 0 0 0 0 0 8 34-43 6
03:00 0 0 0 1 3 0 1 0 0 0 0 0 0 0 5 26-35 4
04:00 0 0 0 0 2 5 6 0 2 1 1 0 0 0 17 36-45 11
05:00 0 0 1 0 10 27 17 4 1 1 0 0 0 0 61 36-45 44
06:00 0 0 1 4 16 44 35 6 1 0 0 0 0 0 107 36-45 79
07:00 64 84 105 86 132 89 29 6 0 0 0 0 0 0 595 31-40 221 08:00 0 9 14 108 291 193 64 9 0 0 1 1 0 0 690 31-40 484 09:00 2 2 13 47 191 220 39 4 0 0 0 0 0 0 518 31-40 411
10:00 0 1 7 22 149 236 64 8 0 0 0 0 0 0 487 31-40 385
11:00 2 3 9 41 200 279 71 6 1 0 0 0 0 0 612 31-40 479
12 PM 1 4 17 85 357 278 31 5 1 0 0 0 0 0 779 31-40 635
13:00 2 4 12 58 262 278 59 13 0 1 0 0 0 0 689 31-40 540 14:00 2 3 4 50 320 263 69 8 4 1 0 0 0 0 724 31-40 583
15:00 8 14 34 136 390 203 25 0 1 0 0 0 0 0 811 31-40 593 16:00 3 6 9 57 318 310 65 3 2 0 0 0 0 0 773 31-40 628
17:00 1 5 13 51 320 397 78 2 1 0 0 0 0 0 868 31-40 717
18:00 1 1 10 26 228 296 82 15 4 1 0 1 0 0 665 31-40 524 19:00 2 0 8 35 162 209 80 15 3 1 0 0 0 0 515 31-40 371
20:00 0 0 5 19 113 185 27 3 2 0 0 0 0 0 354 31-40 298
21:00 0 2 4 18 76 99 35 3 0 0 0 0 0 0 237 31-40 175
22:00 0 0 3 5 36 66 28 6 1 0 0 0 0 0 145 31-40 102
23:00 0 0 1 0 14 33 13 4 0 1 0 0 0 0 66 31-40 47
Total 88 138 273 850 3603 3728 928 125 25 8 2 2 0 0 9770 Percent 0.9% 1.4% 2.8% 8.7% 36.9% 38.2% 9.5% 1.3% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 08:00 08:00 11:00 11:00 08:00 04:00 01:00 04:00 08:00 08:00 Vol. 64 84 105 108 291 279 71 9 2 1 1 1 690
PM Peak 15:00 15:00 15:00 15:00 15:00 17:00 18:00 18:00 14:00 13:00 18:00 17:00 Vol. 8 14 34 136 390 397 82 15 4 1 1 868
Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 0 1 1 2 4 11 5 4 1 0 0 0 0 0 29 34-43 16
01:00 0 0 0 0 1 2 3 0 0 1 0 0 0 0 7 36-45 5
02:00 0 0 0 0 0 2 3 0 0 0 0 0 0 0 5 36-45 5
03:00 0 0 0 0 1 1 1 1 1 0 0 0 0 0 5 46-55 2
04:00 0 0 0 0 6 4 8 0 0 0 1 0 0 0 19 35-44 12
05:00 0 0 1 1 13 30 14 5 2 0 0 0 0 0 66 34-43 44
06:00 1 0 1 5 26 55 33 4 1 0 0 0 0 0 126 36-45 88
07:00 8 64 84 127 129 116 34 9 0 0 0 0 0 0 571 26-35 256 08:00 3 6 14 115 244 280 31 3 0 0 0 0 0 0 696 31-40 524 09:00 0 4 6 39 258 297 38 4 0 0 0 0 0 0 646 31-40 555
10:00 5 4 5 63 171 248 39 5 5 0 0 0 0 0 545 31-40 419
11:00 2 5 17 41 189 282 66 5 2 1 0 0 0 0 610 31-40 471
12 PM 6 17 25 52 377 259 80 4 0 0 0 0 0 0 820 31-40 636 13:00 5 4 7 54 280 222 71 5 1 0 0 0 0 0 649 31-40 502
14:00 1 1 19 69 341 360 46 5 0 0 0 0 0 0 842 31-40 701
15:00 9 5 21 107 382 297 25 3 1 0 0 0 0 0 850 31-40 679 16:00 2 2 15 57 247 309 60 12 0 0 0 0 0 0 704 31-40 556 17:00 3 8 25 38 284 398 96 12 0 0 0 0 0 0 864 31-40 682 18:00 1 1 7 28 153 370 111 10 1 0 0 0 0 0 682 31-40 523 19:00 2 2 15 34 161 234 49 12 3 1 2 0 0 0 515 31-40 395 20:00 3 5 4 20 127 197 47 6 0 1 0 0 0 0 410 31-40 324
21:00 0 0 3 12 95 150 36 2 2 0 0 0 0 0 300 31-40 245
22:00 0 0 1 4 48 91 31 10 1 0 0 0 0 0 186 31-40 139
23:00 0 1 3 3 18 36 27 7 0 0 0 0 0 0 95 36-45 63
Total 51 130 274 871 3555 4251 954 128 21 4 3 0 0 0 10242 Percent 0.5% 1.3% 2.7% 8.5% 34.7% 41.5% 9.3% 1.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 07:00 09:00 09:00 11:00 07:00 10:00 01:00 04:00 08:00 Vol. 8 64 84 127 258 297 66 9 5 1 1 696
PM Peak 15:00 12:00 12:00 15:00 15:00 17:00 18:00 16:00 19:00 19:00 19:00 17:00 Vol. 9 17 25 107 382 398 111 12 3 1 2 864
Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 1 0 2 1 13 24 8 2 0 0 0 0 0 0 51 31-40 37
01:00 0 0 2 1 5 8 2 1 0 1 0 0 0 0 20 31-40 13
02:00 0 0 0 0 0 1 2 3 0 0 0 0 0 0 6 40-49 5
03:00 0 0 0 0 1 3 4 0 1 0 0 0 0 0 9 36-45 7
04:00 0 0 1 1 1 11 8 1 0 0 0 0 0 0 23 36-45 19
05:00 0 1 0 2 11 33 15 3 1 0 0 0 0 0 66 36-45 48
06:00 1 0 2 9 34 60 33 5 0 1 0 0 0 0 145 31-40 94
07:00 38 36 114 123 182 135 16 2 0 0 0 0 0 0 646 31-40 317 08:00 2 25 78 136 321 186 29 6 3 0 0 0 0 0 786 31-40 507 09:00 2 9 16 70 223 207 42 5 2 0 0 0 0 0 576 31-40 430
10:00 5 18 25 89 313 183 28 2 0 0 0 0 0 0 663 31-40 496 11:00 1 2 6 29 268 263 56 3 2 0 0 0 0 0 630 31-40 531
12 PM 1 4 7 74 261 270 48 10 0 0 0 0 0 0 675 31-40 531
13:00 4 3 11 39 214 293 70 8 2 0 0 0 0 0 644 31-40 507
14:00 1 1 15 59 377 278 43 5 3 0 0 0 0 0 782 31-40 655
15:00 7 12 54 271 421 157 12 3 1 0 0 0 0 0 938 26-35 692 16:00 8 9 67 211 404 170 23 5 0 0 0 0 0 0 897 26-35 615 17:00 5 7 19 98 351 330 46 9 2 0 0 0 0 0 867 31-40 681
18:00 2 1 11 34 245 271 90 9 0 1 0 0 0 0 664 31-40 516
19:00 0 9 15 108 310 211 27 4 0 0 0 0 0 0 684 31-40 521 20:00 0 1 7 46 167 191 43 1 1 0 0 0 0 0 457 31-40 358
21:00 0 2 8 33 154 150 29 6 0 0 0 0 0 0 382 31-40 304
22:00 0 0 2 11 63 100 35 2 2 0 0 0 0 0 215 31-40 163
23:00 0 0 3 5 37 49 32 8 0 1 0 0 0 0 135 31-40 86
Total 78 140 465 1450 4376 3584 741 103 20 4 0 0 0 0 10961 Percent 0.7% 1.3% 4.2% 13.2% 39.9% 32.7% 6.8% 0.9% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 08:00 08:00 11:00 11:00 08:00 08:00 01:00 08:00 Vol. 38 36 114 136 321 263 56 6 3 1 786
PM Peak 16:00 15:00 16:00 15:00 15:00 17:00 18:00 12:00 14:00 18:00 15:00 Vol. 8 12 67 271 421 330 90 10 3 1 938
Total 217 408 1012 3171 11534 11563 2623 356 66 16 5 2 0 0 30973 Percent 0.7% 1.3% 3.3% 10.2% 37.2% 37.3% 8.5% 1.1% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 29 MPH
50th Percentile : 34 MPH
85th Percentile : 39 MPH
95th Percentile : 42 MPH

Stats 10 MPH Pace Speed : 31-40 MPH
Number in Pace : 23097
Percent in Pace : 74.6%
Number of Vehicles > 35 MPH : 14631
Percent of Vehicles > 35 MPH : 47.2%
Mean Speed(Average) : 35 MPH
Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 0 0 2 2 6 8 4 1 0 0 1 0 0 24 36-45 14
01:00 0 0 0 0 2 3 3 3 1 0 0 0 0 0 12 34-43 6
02:00 0 0 0 0 2 1 2 0 0 0 0 0 0 0 5 29-38 3
03:00 0 0 0 0 0 5 0 1 0 0 0 0 0 0 6 36-45 5
04:00 0 0 0 0 3 4 12 3 1 1 1 0 0 0 25 36-45 16
05:00 1 1 0 3 3 19 25 12 8 1 0 0 0 0 73 36-45 44
06:00 3 0 3 4 14 51 47 12 4 1 0 0 0 0 139 36-45 98
07:00 24 34 108 146 111 56 36 5 1 0 0 0 0 0 521 26-35 257 08:00 9 10 54 122 213 106 18 0 0 0 0 0 0 0 532 26-35 335 09:00 7 7 22 26 110 142 11 4 0 0 0 0 0 0 329 31-40 252
10:00 7 4 12 69 109 81 27 1 0 0 0 0 0 0 310 31-40 190
11:00 4 4 6 83 146 105 7 4 0 0 0 0 0 0 359 31-40 251
12 PM 46 38 88 145 141 62 3 1 1 0 0 0 0 0 525 26-35 286 13:00 20 16 29 144 172 69 4 1 0 0 0 0 0 0 455 26-35 316 14:00 37 28 56 113 202 81 7 3 1 0 0 0 0 0 528 26-35 315 15:00 9 14 144 76 120 42 4 2 0 0 0 0 0 0 411 21-30 220
16:00 7 17 69 133 63 92 9 1 0 0 0 0 0 0 391 21-30 202
17:00 8 15 35 138 160 114 7 1 0 0 0 0 0 0 478 26-35 298 18:00 11 7 11 47 158 125 21 5 0 0 0 0 0 0 385 31-40 283 19:00 7 11 22 50 118 80 20 4 0 0 0 0 0 0 312 31-40 198
20:00 2 0 3 5 58 134 31 5 2 0 0 0 0 0 240 31-40 192
21:00 1 0 2 15 31 82 28 5 1 1 0 0 0 0 166 31-40 113
22:00 2 2 0 5 17 36 32 6 1 0 0 0 0 0 101 36-45 68
23:00 0 0 0 1 4 20 16 5 1 0 0 0 0 0 47 36-45 36
Total 205 208 664 1327 1959 1516 378 88 23 4 1 1 0 0 6374 Percent 3.2% 3.3% 10.4% 20.8% 30.7% 23.8% 5.9% 1.4% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 07:00 08:00 09:00 06:00 05:00 05:00 04:00 04:00 00:00 08:00 Vol. 24 34 108 146 213 142 47 12 8 1 1 1 532
PM Peak 12:00 12:00 15:00 12:00 14:00 20:00 22:00 22:00 20:00 21:00 14:00 Vol. 46 38 144 145 202 134 32 6 2 1 528
Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 0 0 1 0 2 2 2 1 0 0 0 0 0 0 8 36-45 4
01:00 0 0 0 0 1 5 1 2 0 0 0 0 0 0 9 34-43 6
02:00 0 0 0 0 1 1 1 0 0 0 0 0 0 0 3 29-38 2
03:00 0 0 0 0 1 3 2 0 2 1 0 0 0 0 9 36-45 5
04:00 0 0 0 0 1 3 9 5 1 1 1 0 0 0 21 40-49 14
05:00 0 0 0 0 5 22 19 10 1 0 0 0 0 0 57 36-45 41
06:00 3 0 0 5 12 73 38 10 4 1 1 0 0 0 147 36-45 111
07:00 16 9 47 157 114 67 21 10 0 0 0 0 0 0 441 26-35 271 08:00 16 35 23 143 167 76 9 0 0 0 0 0 0 0 469 26-35 310 09:00 10 34 17 80 221 93 9 2 0 0 0 0 0 0 466 31-40 314
10:00 8 23 30 53 107 100 22 2 1 0 0 0 0 0 346 31-40 207 11:00 6 12 19 116 116 108 8 2 2 0 0 0 0 0 389 26-35 232 12 PM 88 24 92 158 116 61 15 1 0 1 0 0 0 0 556 26-35 274 13:00 24 55 61 99 108 63 8 2 0 0 0 0 0 0 420 26-35 207
14:00 8 60 76 179 135 72 2 0 0 0 0 0 0 0 532 26-35 314
15:00 14 29 135 131 112 24 3 1 0 1 0 0 0 0 450 21-30 266 16:00 7 26 52 98 125 36 4 3 0 0 0 0 0 0 351 26-35 223
17:00 4 28 6 152 158 105 19 3 0 0 0 0 0 0 475 26-35 310 18:00 8 7 26 24 110 152 38 7 1 0 1 0 0 0 374 31-40 262
19:00 4 4 14 23 117 122 27 11 1 2 0 0 0 0 325 31-40 239 20:00 8 1 10 14 126 83 26 4 0 1 0 0 0 0 273 31-40 209
21:00 0 0 2 5 64 87 18 0 1 0 0 0 0 0 177 31-40 151
22:00 1 0 0 4 30 70 23 1 0 1 0 0 0 0 130 31-40 100
23:00 0 3 1 5 5 38 15 2 1 0 0 0 0 0 70 36-45 53
Total 225 350 612 1446 1954 1466 339 79 15 9 3 0 0 0 6498 Percent 3.5% 5.4% 9.4% 22.3% 30.1% 22.6% 5.2% 1.2% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 08:00 07:00 07:00 09:00 11:00 06:00 05:00 06:00 03:00 04:00 08:00 Vol. 16 35 47 157 221 108 38 10 4 1 1 469
PM Peak 12:00 14:00 15:00 14:00 17:00 18:00 18:00 19:00 18:00 19:00 18:00 12:00 Vol. 88 60 135 179 158 152 38 11 1 2 1 556
Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 2 0 11 2 13 3 6 0 0 0 0 0 0 0 37 29-38 16
01:00 0 1 0 3 0 4 1 1 0 0 0 0 0 0 10 34-43 5
02:00 0 0 0 0 1 5 0 0 0 0 0 0 0 0 6 31-40 6
03:00 0 0 0 0 0 5 2 1 0 0 0 0 0 0 8 36-45 7
04:00 0 0 0 0 1 8 6 6 0 1 1 0 0 0 23 36-45 14
05:00 1 1 0 1 11 18 25 19 7 1 1 0 0 0 85 41-50 44
06:00 3 2 1 8 19 50 32 13 8 1 2 0 0 0 139 36-45 82
07:00 21 26 96 147 126 55 24 3 0 0 0 0 0 0 498 26-35 273 08:00 15 25 99 125 213 81 4 2 0 0 0 0 0 0 564 26-35 338 09:00 8 11 32 88 121 102 6 3 2 0 0 0 0 0 373 31-40 223
10:00 51 62 67 119 182 48 7 0 0 0 0 0 0 0 536 26-35 301 11:00 11 30 39 85 167 43 29 1 0 0 0 0 0 0 405 26-35 252 12 PM 10 33 75 70 167 55 5 0 0 0 0 0 0 0 415 26-35 237
13:00 19 5 41 77 148 99 11 0 1 0 0 0 0 0 401 31-40 247
14:00 4 3 23 171 205 90 5 1 1 0 0 0 0 0 503 26-35 376
15:00 5 25 67 149 168 42 10 0 0 1 0 0 0 0 467 26-35 317 16:00 16 69 124 85 146 7 3 1 0 0 0 0 0 0 451 26-35 231
17:00 15 19 110 98 163 59 18 1 2 0 0 0 0 0 485 26-35 261 18:00 6 17 32 52 90 139 25 2 0 0 1 0 0 0 364 31-40 229
19:00 10 15 51 134 236 104 7 1 0 0 0 0 0 0 558 26-35 370 20:00 3 2 4 32 134 89 37 7 0 0 1 0 0 0 309 31-40 223
21:00 0 0 1 10 75 128 16 3 0 0 0 0 0 0 233 31-40 203
22:00 0 1 0 4 25 76 21 0 3 0 0 0 0 0 130 31-40 101
23:00 0 0 0 2 27 38 14 1 0 0 0 0 0 0 82 31-40 65
Total 200 347 873 1462 2438 1348 314 66 24 4 6 0 0 0 7082 Percent 2.8% 4.9% 12.3% 20.6% 34.4% 19.0% 4.4% 0.9% 0.3% 0.1% 0.1% 0.0% 0.0% 0.0% AM Peak 10:00 10:00 08:00 07:00 08:00 09:00 06:00 05:00 06:00 04:00 06:00 08:00 Vol. 51 62 99 147 213 102 32 19 8 1 2 564
PM Peak 13:00 16:00 16:00 14:00 19:00 18:00 20:00 20:00 22:00 15:00 18:00 19:00 Vol. 19 69 124 171 236 139 37 7 3 1 1 558
Total 630 905 2149 4235 6351 4330 1031 233 62 17 10 1 0 0 19954 Percent 3.2% 4.5% 10.8% 21.2% 31.8% 21.7% 5.2% 1.2% 0.3% 0.1% 0.1% 0.0% 0.0% 0.0% 15th Percentile : 23 MPH
50th Percentile : 31 MPH
85th Percentile : 38 MPH
95th Percentile : 41 MPH

Stats 10 MPH Pace Speed : 31-40 MPH
Number in Pace : 10681
Percent in Pace : 53.5%
Number of Vehicles > 35 MPH : 5684
Percent of Vehicles > 35 MPH : 28.5%
Mean Speed(Average) : 31 MPH
Attachment 2

Site Code: 1

HOMESTEAD RD BTW KIMBERLEY DR & MACKENZI

All Traffic Data Services, LLC
www.alltrafficdata.net

Start 31-May-22 01-Jun-22 02-Jun-22 03-Jun-22 04-Jun-22 05-Jun-22 06-Jun-22 Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB
12:00 AM 30 24 29 8 51 37 * * * * * * * * 37 23
01:00 14 12 7 9 20 10 * * * * * * * * 14 10
02:00 8 5 5 3 6 6 * * * * * * * * 6 5
03:00 5 6 5 9 9 8 * * * * * * * * 6 8
04:00 17 25 19 21 23 23 * * * * * * * * 20 23
05:00 61 73 66 57 66 85 * * * * * * * * 64 72
06:00 107 139 126 147 145 139 * * * * * * * * 126 142
07:00 595 521 571 441 646 498 * * * * * * * * 604 487
08:00 690 532 696 469 786 564 * * * * * * * * 724 522
09:00 518 329 646 466 576 373 * * * * * * * * 580 389
10:00 487 310 545 346 663 536 * * * * * * * * 565 397
11:00 612 359 610 389 630 405 * * * * * * * * 617 384
12:00 PM 779 525 820 556 675 415 * * * * * * * * 758 499 01:00 689 455 649 420 644 401 * * * * * * * * 661 425
02:00 724 528 842 532 782 503 * * * * * * * * 783 521
03:00 811 411 850 450 938 467 * * * * * * * * 866 443
04:00 773 391 704 351 897 451 * * * * * * * * 791 398
05:00 868 478 864 475 867 485 * * * * * * * * 866 479
06:00 665 385 682 374 664 364 * * * * * * * * 670 374
07:00 515 312 515 325 684 558 * * * * * * * * 571 398
08:00 354 240 410 273 457 309 * * * * * * * * 407 274
09:00 237 166 300 177 382 233 * * * * * * * * 306 192
10:00 145 101 186 130 215 130 * * * * * * * * 182 120
11:00 66 47 95 70 135 82 * * * * * * * * 99 66
Total 9770 6374 10242 6498 10961 7082 0 0 0 0 0 0 0 0 10323 6651 Day 16144 16740 18043 0 0 0 0 16974
AM Peak 08:00 08:00 08:00 08:00 08:00 08:00 - - - - - - - - 08:00 08:00 Vol. 690 532 696 469 786 564 - - - - - - - - 724 522
PM Peak 17:00 14:00 17:00 12:00 15:00 19:00 - - - - - - - - 15:00 14:00 Vol. 868 528 864 556 938 558 - - - - - - - - 866 521

Comb.

Total 16144 16740 18043 0 0 0 0 16974

ADT ADT 16,976 AADT 16,976
Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 0 27 2 1 0 0 0 0 0 0 0 0 0 30
01:00 0 12 0 0 0 0 0 0 0 0 0 0 0 12
02:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10
03:00 0 8 1 0 0 0 0 0 0 0 0 0 0 9
04:00 0 15 4 0 1 0 0 0 1 0 0 0 0 21
05:00 0 57 11 0 4 0 0 0 0 0 0 0 0 72
06:00 1 152 19 4 2 2 0 0 0 0 0 0 0 180
07:00 0 427 26 5 5 0 1 1 0 0 0 0 0 465
08:00 3 656 43 3 1 1 4 1 0 0 0 0 0 712
09:00 2 487 40 6 11 0 4 1 0 0 0 0 0 551
10:00 1 491 53 9 5 1 1 1 0 0 0 0 0 562
11:00 4 601 54 5 4 1 1 0 0 0 0 0 0 670
12 PM 0 734 46 3 8 2 4 2 0 1 0 0 0 800
13:00 2 661 50 6 7 2 1 1 0 0 0 0 1 731
14:00 4 564 52 6 8 0 3 1 1 0 0 0 0 639
15:00 0 749 54 2 3 0 3 1 0 0 0 0 1 813
16:00 2 686 58 7 4 1 2 2 1 0 0 0 1 764
17:00 2 761 43 2 3 0 5 4 2 0 0 0 0 822
18:00 2 716 26 2 5 0 4 2 0 1 0 0 1 759
19:00 0 598 18 1 3 0 1 0 0 0 0 0 0 621
20:00 1 455 14 3 1 0 2 0 0 1 0 0 0 477
21:00 0 307 22 0 2 0 2 0 0 0 0 0 0 333
22:00 0 190 17 1 1 0 0 0 0 0 0 0 0 209
23:00 0 90 11 0 0 0 0 0 0 0 0 0 0 101
Day
Total 24 9454 664 66 78 10 38 17 5 3 0 0 4 10363
Percent 0.2% 91.2% 6.4% 0.6% 0.8% 0.1% 0.4% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 08:00 11:00 10:00 09:00 06:00 08:00 07:00 04:00 08:00 Vol. 4 656 54 9 11 2 4 1 1 712
PM Peak 14:00 17:00 16:00 16:00 12:00 12:00 17:00 17:00 17:00 12:00 13:00 17:00 Vol. 4 761 58 7 8 2 5 4 2 1 1 822
Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 39 8 0 0 0 0 0 0 0 0 0 0 47
01:00 0 15 4 1 0 0 0 0 0 0 0 0 0 20
02:00 0 5 1 0 1 0 0 0 0 0 0 0 0 7
03:00 0 6 2 0 0 0 0 0 1 0 0 0 0 9
04:00 0 16 2 0 0 0 0 0 0 0 0 0 0 18
05:00 0 49 10 0 3 1 0 0 1 0 0 0 0 64
06:00 1 147 22 4 2 0 0 0 0 0 0 0 0 176
07:00 1 374 45 5 5 0 0 0 0 0 0 0 0 430
08:00 1 596 43 4 7 0 1 0 0 0 0 0 0 652
09:00 0 515 46 5 6 3 2 1 1 0 0 0 0 579
10:00 0 522 58 5 9 1 1 1 1 1 0 0 0 599
11:00 4 617 50 3 7 1 1 3 0 0 0 0 2 688
12 PM 0 688 44 5 12 0 1 0 0 0 1 0 0 751
13:00 0 601 72 5 7 0 2 2 1 0 0 0 0 690
14:00 3 642 52 7 4 1 6 1 0 0 0 0 1 717
15:00 1 716 57 5 4 3 2 2 0 0 0 0 0 790
16:00 0 641 36 6 3 2 3 1 0 0 0 0 2 694
17:00 1 764 44 2 3 1 1 1 0 0 0 0 0 817
18:00 1 706 34 2 4 0 3 0 0 0 0 0 0 750
19:00 1 560 32 2 2 0 4 0 0 0 0 0 0 601
20:00 2 429 36 1 2 1 2 0 0 0 0 0 0 473
21:00 1 303 16 0 0 0 1 0 0 0 0 0 0 321
22:00 0 193 16 0 0 0 0 0 0 0 0 0 0 209
23:00 0 119 13 0 0 0 0 0 0 0 0 0 0 132
Day
Total 17 9263 743 62 81 14 30 12 5 1 1 0 5 10234
Percent 0.2% 90.5% 7.3% 0.6% 0.8% 0.1% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 10:00 07:00 10:00 09:00 09:00 11:00 03:00 10:00 11:00 11:00 Vol. 4 617 58 5 9 3 2 3 1 1 2 688
PM Peak 14:00 17:00 13:00 14:00 12:00 15:00 14:00 13:00 13:00 12:00 16:00 17:00 Vol. 3 764 72 7 12 3 6 2 1 1 2 817
Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 0 42 7 0 1 0 0 0 0 0 0 0 0 50
01:00 0 23 3 0 2 0 0 0 0 0 0 0 0 28
02:00 0 8 1 0 0 0 0 0 0 0 0 0 0 9
03:00 0 4 1 1 0 0 0 0 0 0 0 0 0 6
04:00 0 16 2 0 0 0 0 0 0 0 0 0 0 18
05:00 0 59 14 1 1 0 0 0 1 0 0 0 0 76
06:00 0 142 16 2 3 2 0 0 0 0 0 0 0 165
07:00 0 384 41 2 7 1 0 0 0 0 0 0 0 435
08:00 1 669 44 5 3 1 1 1 0 0 0 0 0 725
09:00 3 511 42 7 6 1 1 2 0 0 0 0 0 573
10:00 2 605 46 6 5 0 4 2 0 0 0 0 0 670
11:00 3 596 46 4 6 1 1 0 0 0 0 0 0 657
12 PM 3 682 49 4 8 3 2 2 0 0 0 0 0 753
13:00 2 621 48 6 9 1 3 0 0 1 0 0 0 691
14:00 0 583 47 5 6 0 3 2 0 0 0 0 0 646
15:00 1 716 46 7 7 0 2 1 0 0 0 0 1 781
16:00 2 686 69 1 14 0 1 2 0 0 0 0 0 775
17:00 2 771 36 5 6 1 4 3 0 0 0 0 2 830
18:00 1 687 30 5 3 1 5 0 0 0 0 0 0 732
19:00 0 756 35 2 4 1 5 3 0 0 0 0 0 806
20:00 5 491 29 0 0 0 0 2 0 0 0 0 0 527
21:00 0 333 17 0 1 0 0 0 0 0 0 0 0 351
22:00 2 233 12 1 0 0 0 0 0 0 0 0 0 248
23:00 0 169 21 3 1 0 1 0 0 0 0 0 0 195
Day
Total 27 9787 702 67 93 13 33 20 1 1 0 0 3 10747
Percent 0.3% 91.1% 6.5% 0.6% 0.9% 0.1% 0.3% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 10:00 09:00 07:00 06:00 10:00 09:00 05:00 08:00 Vol. 3 669 46 7 7 2 4 2 1 725
PM Peak 20:00 17:00 16:00 15:00 16:00 12:00 18:00 17:00 13:00 17:00 17:00 Vol. 5 771 69 7 14 3 5 3 1 2 830

Grand
Total 68 28504 2109 195 252 37 101 49 11 5 1 0 12 31344 Percent 0.2% 90.9% 6.7% 0.6% 0.8% 0.1% 0.3% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 1 44 1 1 0 0 0 0 0 0 0 0 0 47
01:00 0 22 1 0 0 0 0 0 0 0 0 0 0 23
02:00 0 14 1 1 0 0 0 0 0 0 0 0 0 16
03:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
04:00 0 16 2 0 0 1 0 0 0 0 0 0 0 19
05:00 0 59 13 1 1 2 0 0 0 0 0 0 0 76
06:00 2 184 20 4 2 0 0 0 0 0 0 0 0 212
07:00 7 523 32 4 1 3 5 1 1 0 0 0 0 577
08:00 14 566 33 2 3 1 5 1 1 0 1 0 0 627
09:00 9 473 43 8 3 3 6 4 1 0 0 0 2 552
10:00 6 435 36 3 5 0 2 4 0 0 0 0 0 491
11:00 11 581 35 1 4 0 1 4 1 0 0 0 1 639
12 PM 5 704 35 4 0 2 5 2 1 0 0 0 1 759
13:00 7 597 33 3 2 1 1 2 1 0 0 0 2 649
14:00 8 651 38 2 1 0 5 1 1 0 0 0 3 710
15:00 9 637 25 4 3 1 3 0 0 0 1 0 0 683
16:00 9 694 28 1 4 1 2 1 0 0 0 0 1 741
17:00 15 861 25 4 1 0 6 2 0 0 1 0 2 917
18:00 11 744 12 3 1 1 5 1 0 0 0 0 1 779
19:00 8 597 7 1 1 0 5 3 0 0 0 0 1 623
20:00 4 475 12 2 2 1 3 4 0 0 0 0 0 503
21:00 5 373 15 1 1 0 3 0 0 0 0 0 0 398
22:00 2 202 9 0 1 0 0 1 0 0 0 0 0 215
23:00 3 124 1 0 0 0 1 1 0 0 0 0 0 130
Day
Total 136 9583 457 50 36 17 58 32 7 0 3 0 14 10393
Percent 1.3% 92.2% 4.4% 0.5% 0.3% 0.2% 0.6% 0.3% 0.1% 0.0% 0.0% 0.0% 0.1% AM Peak 08:00 11:00 09:00 09:00 10:00 07:00 09:00 09:00 07:00 08:00 09:00 11:00 Vol. 14 581 43 8 5 3 6 4 1 1 2 639
PM Peak 17:00 17:00 14:00 12:00 16:00 12:00 17:00 20:00 12:00 15:00 14:00 17:00 Vol. 15 861 38 4 4 2 6 4 1 1 3 917
Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 42 0 0 0 0 0 0 0 0 0 0 0 42
01:00 1 19 1 1 0 0 1 0 0 0 0 0 0 23
02:00 0 7 1 0 0 0 0 0 0 0 0 0 0 8
03:00 0 10 0 0 1 0 0 0 0 0 0 0 0 11
04:00 0 18 2 0 0 0 1 0 1 0 0 0 0 22
05:00 2 58 9 0 0 1 0 0 0 0 0 0 0 70
06:00 5 170 22 2 0 0 0 0 0 0 0 0 0 199
07:00 13 476 41 6 1 1 3 0 1 0 0 0 0 542
08:00 9 575 34 4 2 2 10 6 1 0 1 0 2 646
09:00 12 550 44 5 6 1 6 3 1 0 1 0 1 630
10:00 7 468 40 6 6 1 3 1 0 0 0 0 0 532
11:00 12 572 40 2 6 2 6 1 1 0 1 0 0 643
12 PM 6 707 32 3 4 0 5 3 1 0 0 0 0 761
13:00 7 597 31 6 4 5 2 3 0 1 0 0 0 656
14:00 6 608 25 3 3 1 5 1 0 0 0 0 2 654
15:00 10 634 24 2 1 1 1 2 0 0 0 0 1 676
16:00 16 628 25 3 0 2 4 4 0 0 0 0 0 682
17:00 9 771 25 2 0 0 7 4 0 0 0 0 1 819
18:00 6 762 16 2 0 0 4 3 1 0 0 0 0 794
19:00 7 589 18 2 1 1 3 1 1 0 0 0 1 624
20:00 6 507 14 2 0 1 2 0 0 0 0 0 0 532
21:00 4 331 12 0 1 0 5 0 0 0 0 0 0 353
22:00 3 220 6 0 0 0 0 0 0 0 0 0 0 229
23:00 2 109 7 0 0 0 0 0 0 0 0 0 0 118
Day
Total 143 9428 469 51 36 19 68 32 8 1 3 0 8 10266
Percent 1.4% 91.8% 4.6% 0.5% 0.4% 0.2% 0.7% 0.3% 0.1% 0.0% 0.0% 0.0% 0.1% AM Peak 07:00 08:00 09:00 07:00 09:00 08:00 08:00 08:00 04:00 08:00 08:00 08:00 Vol. 13 575 44 6 6 2 10 6 1 1 2 646
PM Peak 16:00 17:00 12:00 13:00 12:00 13:00 17:00 16:00 12:00 13:00 14:00 17:00 Vol. 16 771 32 6 4 5 7 4 1 1 2 819
Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 0 67 2 0 0 0 2 0 1 0 0 0 0 72
01:00 0 30 4 0 0 1 0 0 0 0 0 0 0 35
02:00 0 14 1 0 0 0 0 0 0 0 0 0 0 15
03:00 0 11 1 1 0 0 0 0 0 0 0 0 0 13
04:00 0 17 1 0 0 0 0 0 0 0 0 0 0 18
05:00 2 63 13 0 2 0 0 2 0 0 0 0 0 82
06:00 3 156 22 2 4 0 0 1 1 0 0 0 0 189
07:00 8 547 37 3 2 1 7 2 0 0 0 0 1 608
08:00 17 581 28 6 0 2 7 0 0 0 1 0 1 643
09:00 11 492 36 5 2 0 1 2 0 0 0 0 2 551
10:00 4 513 20 2 7 2 4 0 1 0 0 0 0 553
11:00 11 609 42 3 4 3 3 4 0 0 0 0 0 679
12 PM 5 643 34 4 3 1 6 0 0 1 0 0 2 699
13:00 9 631 31 4 1 3 4 0 0 0 0 0 1 684
14:00 7 664 27 5 4 0 1 4 0 0 1 0 0 713
15:00 12 744 41 1 2 1 2 5 1 0 0 0 0 809
16:00 10 778 30 2 4 3 5 3 0 0 0 0 1 836
17:00 12 810 20 2 1 1 8 2 0 0 0 0 3 859
18:00 10 719 17 3 2 1 2 5 0 0 0 0 4 763
19:00 9 618 12 2 1 0 1 2 0 0 0 0 1 646
20:00 11 551 10 0 0 2 2 5 0 0 0 0 1 582
21:00 1 450 10 1 1 0 6 0 0 0 0 0 0 469
22:00 7 237 10 0 0 2 1 1 0 0 0 0 0 258
23:00 2 140 8 0 0 0 2 0 0 0 0 0 0 152
Day
Total 151 10085 457 46 40 23 64 38 4 1 2 0 17 10928
Percent 1.4% 92.3% 4.2% 0.4% 0.4% 0.2% 0.6% 0.3% 0.0% 0.0% 0.0% 0.0% 0.2% AM Peak 08:00 11:00 11:00 08:00 10:00 11:00 07:00 11:00 00:00 08:00 09:00 11:00 Vol. 17 609 42 6 7 3 7 4 1 1 2 679
PM Peak 15:00 17:00 15:00 14:00 14:00 13:00 17:00 15:00 15:00 12:00 14:00 18:00 17:00 Vol. 12 810 41 5 4 3 8 5 1 1 1 4 859

Grand
Total 430 29096 1383 147 112 59 190 102 19 2 8 0 39 31587 Percent 1.4% 92.1% 4.4% 0.5% 0.4% 0.2% 0.6% 0.3% 0.1% 0.0% 0.0% 0.0% 0.1% Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 0 1 5 6 6 4 6 1 0 1 0 0 0 30 29-38 12
01:00 0 0 2 0 4 2 2 1 1 0 0 0 0 0 12 31-40 6
02:00 0 0 0 1 0 6 2 1 0 0 0 0 0 0 10 36-45 8
03:00 0 2 1 2 2 0 1 1 0 0 0 0 0 0 9 26-35 4
04:00 0 0 0 1 4 8 6 1 0 1 0 0 0 0 21 35-44 14
05:00 0 0 1 3 8 23 28 8 1 0 0 0 0 0 72 36-45 51
06:00 0 1 8 15 31 66 42 13 3 1 0 0 0 0 180 36-45 108
07:00 1 24 42 95 148 103 43 9 0 0 0 0 0 0 465 31-40 251 08:00 6 32 110 171 206 132 46 8 1 0 0 0 0 0 712 26-35 377 09:00 6 12 61 140 160 115 34 17 5 1 0 0 0 0 551 26-35 300 10:00 9 33 76 147 144 119 28 6 0 0 0 0 0 0 562 26-35 291 11:00 13 38 87 198 180 105 34 13 2 0 0 0 0 0 670 26-35 378 12 PM 29 95 157 225 173 93 26 2 0 0 0 0 0 0 800 26-35 398 13:00 39 47 136 203 178 103 23 2 0 0 0 0 0 0 731 26-35 381 14:00 11 37 91 167 189 116 20 7 1 0 0 0 0 0 639 26-35 356 15:00 21 56 148 196 197 146 39 8 2 0 0 0 0 0 813 26-35 393 16:00 46 80 133 187 176 100 36 6 0 0 0 0 0 0 764 26-35 363 17:00 23 74 135 171 235 134 40 7 1 2 0 0 0 0 822 26-35 406 18:00 11 46 124 185 215 130 32 10 4 1 0 0 0 1 759 26-35 400 19:00 11 39 113 167 176 77 30 5 2 1 0 0 0 0 621 26-35 343 20:00 5 13 62 137 139 88 27 5 1 0 0 0 0 0 477 26-35 276 21:00 0 6 19 63 116 98 21 7 2 1 0 0 0 0 333 31-40 214
22:00 0 2 6 20 60 72 36 8 3 1 1 0 0 0 209 31-40 132
23:00 0 1 0 12 25 30 21 8 2 1 1 0 0 0 101 31-40 55
Total 231 638 1513 2511 2772 1872 621 159 32 10 3 0 0 1 10363 Percent 2.2% 6.2% 14.6% 24.2% 26.7% 18.1% 6.0% 1.5% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 08:00 11:00 08:00 08:00 08:00 09:00 09:00 04:00 00:00 08:00 Vol. 13 38 110 198 206 132 46 17 5 1 1 712
PM Peak 16:00 12:00 12:00 12:00 17:00 15:00 17:00 18:00 18:00 17:00 22:00 18:00 17:00 Vol. 46 95 157 225 235 146 40 10 4 2 1 1 822
Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 0 0 2 4 8 14 9 7 2 1 0 0 0 0 47 34-43 23
01:00 0 0 1 1 3 8 5 0 2 0 0 0 0 0 20 36-45 13
02:00 0 0 0 2 1 2 1 1 0 0 0 0 0 0 7 36-45 3
03:00 0 0 0 1 1 0 3 2 1 0 1 0 0 0 9 41-50 5
04:00 1 0 2 1 0 7 4 2 0 1 0 0 0 0 18 36-45 11
05:00 0 0 1 3 9 21 16 6 5 2 1 0 0 0 64 36-45 37
06:00 0 3 6 11 38 69 41 7 0 1 0 0 0 0 176 36-45 110
07:00 2 10 44 87 128 105 33 20 1 0 0 0 0 0 430 31-40 233 08:00 8 38 91 170 189 115 32 7 2 0 0 0 0 0 652 26-35 359 09:00 14 32 76 131 167 109 36 7 3 2 0 0 0 2 579 26-35 298 10:00 8 31 61 123 189 142 40 3 0 1 0 1 0 0 599 31-40 331 11:00 3 19 94 179 216 133 34 10 0 0 0 0 0 0 688 26-35 395 12 PM 21 62 104 158 225 130 43 5 1 2 0 0 0 0 751 26-35 383 13:00 16 63 122 174 171 111 27 4 2 0 0 0 0 0 690 26-35 345 14:00 30 60 84 166 223 122 28 3 1 0 0 0 0 0 717 26-35 389 15:00 32 66 117 179 204 146 41 5 0 0 0 0 0 0 790 26-35 383 16:00 16 51 92 148 213 126 40 7 1 0 0 0 0 0 694 26-35 361 17:00 28 64 138 192 182 153 45 11 3 0 0 0 0 1 817 26-35 374 18:00 20 65 133 170 163 138 46 10 3 1 1 0 0 0 750 26-35 333 19:00 6 35 86 156 183 94 32 7 2 0 0 0 0 0 601 26-35 339 20:00 7 24 59 108 137 86 41 8 2 1 0 0 0 0 473 26-35 245 21:00 1 6 21 62 100 92 32 6 1 0 0 0 0 0 321 31-40 192
22:00 0 3 3 15 55 67 43 16 6 0 0 0 0 1 209 31-40 122
23:00 0 0 2 6 27 49 35 11 2 0 0 0 0 0 132 36-45 84
Total 213 632 1339 2247 2832 2039 707 165 40 12 3 1 0 4 10234 Percent 2.1% 6.2% 13.1% 22.0% 27.7% 19.9% 6.9% 1.6% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 11:00 11:00 11:00 10:00 06:00 07:00 05:00 05:00 03:00 10:00 09:00 11:00 Vol. 14 38 94 179 216 142 41 20 5 2 1 1 2 688
PM Peak 15:00 15:00 17:00 17:00 12:00 17:00 18:00 22:00 22:00 12:00 18:00 17:00 17:00 Vol. 32 66 138 192 225 153 46 16 6 2 1 1 817
Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 0 0 2 6 11 13 14 2 2 0 0 0 0 0 50 36-45 27
01:00 0 0 0 0 7 13 8 0 0 0 0 0 0 0 28 34-43 21
02:00 0 0 2 1 1 2 0 1 2 0 0 0 0 0 9 46-55 3
03:00 0 0 0 0 1 2 2 1 0 0 0 0 0 0 6 36-45 4
04:00 1 0 1 1 5 5 4 1 0 0 0 0 0 0 18 31-40 10
05:00 0 0 5 2 8 30 19 11 1 0 0 0 0 0 76 36-45 49
06:00 0 5 4 9 29 54 42 19 2 0 1 0 0 0 165 36-45 96
07:00 5 11 35 75 132 110 52 12 3 0 0 0 0 0 435 31-40 242 08:00 13 34 94 169 230 149 29 6 1 0 0 0 0 0 725 26-35 399 09:00 2 20 59 128 166 140 50 7 1 0 0 0 0 0 573 31-40 306 10:00 5 28 89 136 212 143 53 4 0 0 0 0 0 0 670 31-40 355 11:00 18 47 112 175 183 88 31 2 1 0 0 0 0 0 657 26-35 358 12 PM 25 72 142 191 211 87 18 6 1 0 0 0 0 0 753 26-35 402 13:00 23 65 116 181 156 114 27 8 0 0 1 0 0 0 691 26-35 337 14:00 14 46 100 147 195 111 28 4 1 0 0 0 0 0 646 26-35 342 15:00 41 71 133 216 198 99 15 8 0 0 0 0 0 0 781 26-35 414 16:00 18 45 109 160 192 178 60 11 2 0 0 0 0 0 775 31-40 370 17:00 13 63 134 208 221 130 51 7 3 0 0 0 0 0 830 26-35 429 18:00 9 62 103 187 207 130 29 5 0 0 0 0 0 0 732 26-35 394 19:00 31 73 133 180 221 120 40 8 0 0 0 0 0 0 806 26-35 401 20:00 2 20 62 142 170 96 28 5 1 1 0 0 0 0 527 26-35 312 21:00 2 5 32 78 109 82 33 6 2 2 0 0 0 0 351 31-40 191
22:00 0 2 9 20 61 90 49 15 1 0 0 0 0 1 248 31-40 151
23:00 0 2 1 12 32 75 57 12 3 1 0 0 0 0 195 36-45 132
Total 222 671 1477 2424 2958 2061 739 161 27 4 2 0 0 1 10747 Percent 2.1% 6.2% 13.7% 22.6% 27.5% 19.2% 6.9% 1.5% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 11:00 11:00 08:00 08:00 10:00 06:00 07:00 06:00 08:00 Vol. 18 47 112 175 230 149 53 19 3 1 725
PM Peak 15:00 19:00 12:00 15:00 17:00 16:00 16:00 22:00 17:00 21:00 13:00 22:00 17:00 Vol. 41 73 142 216 221 178 60 15 3 2 1 1 830
Total 666 1941 4329 7182 8562 5972 2067 485 99 26 8 1 0 6 31344 Percent 2.1% 6.2% 13.8% 22.9% 27.3% 19.1% 6.6% 1.5% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 22 MPH
50th Percentile : 30 MPH
85th Percentile : 38 MPH
95th Percentile : 42 MPH

Stats 10 MPH Pace Speed : 26-35 MPH
Number in Pace : 15744
Percent in Pace : 50.2%
Number of Vehicles > 35 MPH : 8664
Percent of Vehicles > 35 MPH : 27.6%
Mean Speed(Average) : 31 MPH
Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 1 5 6 14 9 6 4 1 0 1 0 0 0 47 31-40 23
01:00 0 0 3 4 6 7 3 0 0 0 0 0 0 0 23 31-40 13
02:00 0 0 1 0 9 5 1 0 0 0 0 0 0 0 16 31-40 14
03:00 0 1 0 0 4 1 1 0 0 0 0 0 0 0 7 29-38 5
04:00 0 1 0 2 4 8 4 0 0 0 0 0 0 0 19 36-45 12
05:00 0 1 3 9 17 28 14 3 0 1 0 0 0 0 76 31-40 45
06:00 1 0 5 24 72 79 24 6 1 0 0 0 0 0 212 31-40 151
07:00 5 9 45 171 194 127 22 4 0 0 0 0 0 0 577 26-35 365 08:00 8 12 22 103 275 152 49 2 4 0 0 0 0 0 627 31-40 427 09:00 5 4 27 153 224 105 33 1 0 0 0 0 0 0 552 26-35 377 10:00 8 2 25 133 188 95 35 5 0 0 0 0 0 0 491 26-35 321
11:00 3 8 43 187 240 127 29 2 0 0 0 0 0 0 639 26-35 427 12 PM 5 15 74 268 265 104 23 5 0 0 0 0 0 0 759 26-35 533 13:00 6 4 35 173 275 126 23 7 0 0 0 0 0 0 649 26-35 448 14:00 6 7 48 222 288 113 24 2 0 0 0 0 0 0 710 26-35 510 15:00 10 3 25 219 263 123 32 8 0 0 0 0 0 0 683 26-35 482 16:00 16 13 32 202 298 142 32 6 0 0 0 0 0 0 741 26-35 500 17:00 12 14 72 266 371 149 30 1 1 1 0 0 0 0 917 26-35 637 18:00 5 14 69 286 280 99 18 7 0 0 0 0 0 1 779 26-35 566 19:00 8 11 60 246 202 84 10 2 0 0 0 0 0 0 623 26-35 448 20:00 3 13 33 155 198 81 18 2 0 0 0 0 0 0 503 26-35 353 21:00 2 7 27 114 150 81 16 1 0 0 0 0 0 0 398 26-35 264
22:00 1 8 13 40 74 56 21 1 0 0 1 0 0 0 215 31-40 130
23:00 1 4 9 22 34 42 16 2 0 0 0 0 0 0 130 31-40 76
Total 105 152 676 3005 3945 1943 484 71 7 2 2 0 0 1 10393 Percent 1.0% 1.5% 6.5% 28.9% 38.0% 18.7% 4.7% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 08:00 07:00 11:00 08:00 08:00 08:00 06:00 08:00 05:00 00:00 11:00 Vol. 8 12 45 187 275 152 49 6 4 1 1 639
PM Peak 16:00 12:00 12:00 18:00 17:00 17:00 15:00 15:00 17:00 17:00 22:00 18:00 17:00 Vol. 16 15 74 286 371 149 32 8 1 1 1 1 917
Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 0 0 3 4 17 13 5 0 0 0 0 0 0 0 42 31-40 30
01:00 1 2 2 0 9 7 2 0 0 0 0 0 0 0 23 31-40 16
02:00 0 1 2 0 3 1 1 0 0 0 0 0 0 0 8 31-40 4
03:00 0 0 0 0 4 4 1 2 0 0 0 0 0 0 11 31-40 8
04:00 0 0 3 2 3 9 5 0 0 0 0 0 0 0 22 35-44 14
05:00 0 2 1 4 22 23 12 5 1 0 0 0 0 0 70 31-40 45
06:00 2 1 7 23 67 71 22 4 2 0 0 0 0 0 199 31-40 138
07:00 9 2 17 130 199 145 35 5 0 0 0 0 0 0 542 31-40 344 08:00 6 9 38 180 247 134 26 3 2 1 0 0 0 0 646 26-35 427 09:00 10 11 20 163 251 128 40 6 0 0 0 0 0 1 630 26-35 414 10:00 9 8 19 125 224 110 31 6 0 0 0 0 0 0 532 26-35 349 11:00 6 5 32 199 253 119 23 6 0 0 0 0 0 0 643 26-35 452 12 PM 7 12 44 201 322 148 23 3 1 0 0 0 0 0 761 26-35 523 13:00 9 7 51 195 268 95 26 5 0 0 0 0 0 0 656 26-35 463
14:00 9 9 20 171 266 148 25 4 1 0 0 1 0 0 654 26-35 437 15:00 14 9 44 200 262 119 28 0 0 0 0 0 0 0 676 26-35 462 16:00 13 18 34 166 290 132 23 3 3 0 0 0 0 0 682 26-35 456 17:00 7 25 42 277 303 125 35 4 0 0 0 0 0 1 819 26-35 580 18:00 5 7 48 236 331 141 24 1 1 0 0 0 0 0 794 26-35 567 19:00 4 12 54 193 236 93 23 8 1 0 0 0 0 0 624 26-35 429 20:00 6 7 37 200 187 75 17 3 0 0 0 0 0 0 532 26-35 387
21:00 4 12 33 88 134 66 9 5 1 0 1 0 0 0 353 26-35 222
22:00 2 3 13 47 71 72 17 1 2 1 0 0 0 0 229 31-40 143
23:00 2 4 9 20 32 34 15 2 0 0 0 0 0 0 118 31-40 66
Total 125 166 573 2824 4001 2012 468 76 15 2 1 1 0 2 10266 Percent 1.2% 1.6% 5.6% 27.5% 39.0% 19.6% 4.6% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 09:00 08:00 11:00 11:00 07:00 09:00 09:00 06:00 08:00 09:00 08:00 Vol. 10 11 38 199 253 145 40 6 2 1 1 646
PM Peak 15:00 17:00 19:00 17:00 18:00 12:00 17:00 19:00 16:00 22:00 21:00 14:00 17:00 17:00 Vol. 14 25 54 277 331 148 35 8 3 1 1 1 1 819
Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 0 1 3 12 23 25 6 2 0 0 0 0 0 0 72 31-40 48
01:00 0 1 2 4 13 12 2 1 0 0 0 0 0 0 35 31-40 25
02:00 0 1 1 1 4 5 2 0 1 0 0 0 0 0 15 31-40 9
03:00 0 1 0 0 2 6 2 1 0 1 0 0 0 0 13 36-45 8
04:00 1 1 0 0 4 7 4 1 0 0 0 0 0 0 18 31-40 11
05:00 1 0 1 9 26 24 15 3 3 0 0 0 0 0 82 31-40 50
06:00 2 2 4 33 63 59 19 6 1 0 0 0 0 0 189 31-40 122
07:00 7 7 30 168 227 131 32 3 2 0 1 0 0 0 608 26-35 395 08:00 12 4 20 167 265 143 26 6 0 0 0 0 0 0 643 26-35 432 09:00 9 5 20 127 239 112 29 9 1 0 0 0 0 0 551 26-35 366 10:00 3 9 14 125 229 134 34 5 0 0 0 0 0 0 553 31-40 363 11:00 11 10 41 178 299 110 25 4 1 0 0 0 0 0 679 26-35 477 12 PM 7 8 38 204 296 119 23 4 0 0 0 0 0 0 699 26-35 500 13:00 10 11 40 211 281 110 20 0 1 0 0 0 0 0 684 26-35 492 14:00 3 11 45 211 295 121 23 3 1 0 0 0 0 0 713 26-35 506 15:00 11 9 52 298 319 98 18 4 0 0 0 0 0 0 809 26-35 617 16:00 12 20 39 210 344 175 33 2 1 0 0 0 0 0 836 26-35 554 17:00 10 19 58 266 315 152 31 7 1 0 0 0 0 0 859 26-35 581 18:00 10 18 74 293 255 96 14 1 2 0 0 0 0 0 763 26-35 548 19:00 9 13 61 206 236 102 17 1 1 0 0 0 0 0 646 26-35 442 20:00 7 10 46 214 213 73 18 1 0 0 0 0 0 0 582 26-35 427 21:00 1 13 49 134 192 66 9 4 1 0 0 0 0 0 469 26-35 326
22:00 4 4 15 58 105 45 21 5 1 0 0 0 0 0 258 26-35 163
23:00 1 3 9 19 53 54 9 4 0 0 0 0 0 0 152 31-40 107
Total 131 181 662 3148 4298 1979 432 77 18 1 1 0 0 0 10928 Percent 1.2% 1.7% 6.1% 28.8% 39.3% 18.1% 4.0% 0.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 11:00 11:00 11:00 11:00 08:00 10:00 09:00 05:00 03:00 07:00 11:00 Vol. 12 10 41 178 299 143 34 9 3 1 1 679
PM Peak 16:00 16:00 18:00 15:00 16:00 16:00 16:00 17:00 18:00 17:00 Vol. 12 20 74 298 344 175 33 7 2 859
Total 361 499 1911 8977 12244 5934 1384 224 40 5 4 1 0 3 31587 Percent 1.1% 1.6% 6.0% 28.4% 38.8% 18.8% 4.4% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 26 MPH
50th Percentile : 31 MPH
85th Percentile : 37 MPH
95th Percentile : 40 MPH

Stats 10 MPH Pace Speed : 26-35 MPH
Number in Pace : 21221
Percent in Pace : 67.2%
Number of Vehicles > 35 MPH : 7595
Percent of Vehicles > 35 MPH : 24.0%
Mean Speed(Average) : 32 MPH
Attachment 2

Site Code: 2
HOMESTEAD RD W.O FRANCO CT

All Traffic Data Services, LLC
www.alltrafficdata.net

Start 31-May-22 01-Jun-22 02-Jun-22 03-Jun-22 04-Jun-22 05-Jun-22 06-Jun-22 Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB
12:00 AM 30 47 47 42 50 72 * * * * * * * * 42 54
01:00 12 23 20 23 28 35 * * * * * * * * 20 27
02:00 10 16 7 8 9 15 * * * * * * * * 9 13
03:00 9 7 9 11 6 13 * * * * * * * * 8 10
04:00 21 19 18 22 18 18 * * * * * * * * 19 20
05:00 72 76 64 70 76 82 * * * * * * * * 71 76
06:00 180 212 176 199 165 189 * * * * * * * * 174 200
07:00 465 577 430 542 435 608 * * * * * * * * 443 576
08:00 712 627 652 646 725 643 * * * * * * * * 696 639
09:00 551 552 579 630 573 551 * * * * * * * * 568 578
10:00 562 491 599 532 670 553 * * * * * * * * 610 525
11:00 670 639 688 643 657 679 * * * * * * * * 672 654
12:00 PM 800 759 751 761 753 699 * * * * * * * * 768 740 01:00 731 649 690 656 691 684 * * * * * * * * 704 663
02:00 639 710 717 654 646 713 * * * * * * * * 667 692
03:00 813 683 790 676 781 809 * * * * * * * * 795 723
04:00 764 741 694 682 775 836 * * * * * * * * 744 753
05:00 822 917 817 819 830 859 * * * * * * * * 823 865
06:00 759 779 750 794 732 763 * * * * * * * * 747 779
07:00 621 623 601 624 806 646 * * * * * * * * 676 631
08:00 477 503 473 532 527 582 * * * * * * * * 492 539
09:00 333 398 321 353 351 469 * * * * * * * * 335 407
10:00 209 215 209 229 248 258 * * * * * * * * 222 234
11:00 101 130 132 118 195 152 * * * * * * * * 143 133
Total 10363 10393 10234 10266 10747 10928 0 0 0 0 0 0 0 0 10448 10531 Day 20756 20500 21675 0 0 0 0 20979
AM Peak 08:00 11:00 11:00 08:00 08:00 11:00 - - - - - - - - 08:00 11:00 Vol. 712 639 688 646 725 679 - - - - - - - - 696 654
PM Peak 17:00 17:00 17:00 17:00 17:00 17:00 - - - - - - - - 17:00 17:00 Vol. 822 917 817 819 830 859 - - - - - - - - 823 865

Comb.

Total 20756 20500 21675 0 0 0 0 20979

ADT ADT 20,977 AADT 20,977
Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 1 31 0 1 0 0 0 0 0 0 0 0 0 33
01:00 0 9 0 0 0 0 0 0 0 0 0 0 0 9
02:00 0 12 1 0 0 0 0 0 0 0 0 0 0 13
03:00 0 11 0 0 0 0 0 0 1 0 0 0 0 12
04:00 1 15 0 0 0 0 0 0 0 0 0 0 0 16
05:00 1 42 3 0 1 0 0 0 0 0 0 0 0 47
06:00 4 118 20 3 3 0 0 0 0 0 0 0 0 148
07:00 9 266 24 13 4 5 1 1 0 0 0 0 1 324
08:00 18 612 34 8 2 5 7 3 1 0 0 0 0 690
09:00 26 512 33 18 3 1 4 2 2 1 0 0 0 602
10:00 11 468 38 9 3 1 3 0 0 0 0 0 0 533
11:00 6 514 36 8 7 3 5 0 1 0 0 0 2 582
12 PM 10 508 35 8 1 0 4 3 1 0 0 0 2 572
13:00 19 543 50 9 3 0 3 3 0 0 0 0 0 630
14:00 6 551 47 9 5 2 4 4 0 0 0 0 0 628
15:00 7 653 55 7 12 2 9 2 0 0 0 0 0 747
16:00 8 697 58 5 3 1 4 1 1 0 0 0 1 779
17:00 14 859 24 6 0 3 3 3 1 0 0 0 0 913
18:00 16 728 22 4 3 1 4 0 0 0 0 0 0 778
19:00 7 502 16 1 5 1 5 0 0 0 0 0 0 537
20:00 8 386 9 0 0 0 1 2 0 0 0 0 0 406
21:00 2 242 13 0 2 0 1 1 0 0 0 0 0 261
22:00 0 132 8 0 1 0 0 0 0 0 0 0 0 141
23:00 0 60 2 0 0 3 0 0 0 0 0 0 0 65
Day
Total 174 8471 528 109 58 28 58 25 8 1 0 0 6 9466
Percent 1.8% 89.5% 5.6% 1.2% 0.6% 0.3% 0.6% 0.3% 0.1% 0.0% 0.0% 0.0% 0.1% AM Peak 09:00 08:00 10:00 09:00 11:00 07:00 08:00 08:00 09:00 09:00 11:00 08:00 Vol. 26 612 38 18 7 5 7 3 2 1 2 690
PM Peak 13:00 17:00 16:00 13:00 15:00 17:00 15:00 14:00 12:00 12:00 17:00 Vol. 19 859 58 9 12 3 9 4 1 2 913
Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 32 0 0 0 0 0 0 0 0 0 0 0 32
01:00 0 17 0 1 2 1 0 0 0 0 0 0 0 21
02:00 0 14 0 0 0 0 0 0 0 0 0 0 0 14
03:00 0 7 1 0 1 0 0 0 1 0 0 0 0 10
04:00 0 13 6 0 0 0 0 0 0 0 0 0 0 19
05:00 3 48 7 0 0 1 0 0 0 0 0 0 0 59
06:00 1 107 16 1 1 1 0 0 0 0 0 0 0 127
07:00 9 295 24 9 1 0 2 0 1 0 0 0 0 341
08:00 14 552 28 9 4 2 5 2 2 0 0 0 1 619
09:00 6 554 34 9 4 1 6 2 1 0 0 0 0 617
10:00 8 458 45 9 2 0 2 2 0 0 1 0 0 527
11:00 11 502 31 5 4 5 8 0 2 0 0 0 1 569
12 PM 5 539 32 11 2 1 2 2 0 0 0 0 0 594
13:00 7 518 40 6 3 1 4 2 0 0 0 0 0 581
14:00 5 513 44 8 5 1 6 1 0 0 0 0 0 583
15:00 8 697 39 11 2 2 5 3 0 0 0 0 0 767
16:00 7 684 44 8 2 2 8 5 0 0 0 0 0 760
17:00 8 796 21 6 4 2 5 1 0 0 0 0 1 844
18:00 19 686 18 5 4 2 2 1 0 0 0 0 0 737
19:00 5 515 12 3 0 0 1 1 0 0 0 0 0 537
20:00 3 361 22 1 1 0 1 2 0 0 0 0 0 391
21:00 0 267 9 2 0 1 2 0 0 0 0 0 0 281
22:00 1 124 8 0 1 0 0 0 1 0 0 0 0 135
23:00 0 66 4 0 0 0 0 0 0 0 0 0 0 70
Day
Total 120 8365 485 104 43 23 59 24 8 0 1 0 3 9235
Percent 1.3% 90.6% 5.3% 1.1% 0.5% 0.2% 0.6% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 09:00 10:00 07:00 08:00 11:00 11:00 08:00 08:00 10:00 08:00 08:00 Vol. 14 554 45 9 4 5 8 2 2 1 1 619
PM Peak 18:00 17:00 14:00 12:00 14:00 15:00 16:00 16:00 22:00 17:00 17:00 Vol. 19 796 44 11 5 2 8 5 1 1 844
Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 0 39 7 0 0 0 0 0 0 0 0 0 0 46
01:00 1 18 2 0 0 0 0 0 0 0 0 0 0 21
02:00 0 11 0 0 0 0 0 0 0 0 0 0 0 11
03:00 0 13 1 1 0 0 0 0 0 0 0 0 0 15
04:00 1 12 0 0 0 0 0 0 0 0 0 0 0 13
05:00 4 57 6 1 2 0 1 0 0 0 0 0 0 71
06:00 4 113 10 2 2 0 1 0 0 0 0 0 0 132
07:00 8 293 22 8 3 2 3 3 0 0 0 0 1 343
08:00 24 617 32 16 4 4 3 2 2 1 0 0 2 707
09:00 25 589 27 10 7 2 6 4 2 0 0 0 0 672
10:00 10 495 40 7 3 2 3 3 1 0 0 0 1 565
11:00 6 539 38 7 4 7 4 1 3 1 0 0 0 610
12 PM 10 594 34 7 3 1 2 1 0 1 0 0 1 654
13:00 15 577 34 6 7 3 1 4 0 0 0 0 0 647
14:00 3 547 41 8 1 1 6 2 1 0 0 0 1 611
15:00 7 714 47 4 7 2 3 2 0 0 0 0 0 786
16:00 11 794 45 6 6 0 4 0 0 1 0 0 2 869
17:00 11 899 29 3 1 2 11 3 1 1 0 0 4 965
18:00 13 704 16 4 4 2 4 2 0 0 0 0 1 750
19:00 9 581 17 3 4 3 3 0 0 0 0 0 1 621
20:00 3 397 13 0 0 2 8 0 0 1 0 0 1 425
21:00 0 275 5 0 0 0 1 1 0 0 0 0 0 282
22:00 3 119 0 0 1 0 0 0 0 0 0 0 0 123
23:00 0 95 5 0 0 0 1 0 0 0 0 0 0 101
Day
Total 168 9092 471 93 59 33 65 28 10 6 0 0 15 10040
Percent 1.7% 90.6% 4.7% 0.9% 0.6% 0.3% 0.6% 0.3% 0.1% 0.1% 0.0% 0.0% 0.1% AM Peak 09:00 08:00 10:00 08:00 09:00 11:00 09:00 09:00 11:00 08:00 08:00 08:00 Vol. 25 617 40 16 7 7 6 4 3 1 2 707
PM Peak 13:00 17:00 15:00 14:00 13:00 13:00 17:00 13:00 14:00 12:00 17:00 17:00 Vol. 15 899 47 8 7 3 11 4 1 1 4 965

Grand
Total 462 25928 1484 306 160 84 182 77 26 7 1 0 24 28741 Percent 1.6% 90.2% 5.2% 1.1% 0.6% 0.3% 0.6% 0.3% 0.1% 0.0% 0.0% 0.0% 0.1% Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 0 32 1 0 0 0 0 0 0 0 0 0 0 33
01:00 0 14 0 0 0 0 0 0 0 0 0 0 0 14
02:00 0 8 1 0 1 0 0 0 1 0 0 0 0 11
03:00 0 12 0 0 0 0 0 0 0 0 0 0 0 12
04:00 0 17 3 0 0 1 0 0 0 0 0 0 0 21
05:00 0 58 15 0 3 1 0 0 0 0 0 0 0 77
06:00 1 156 31 2 1 1 1 0 0 0 0 0 0 193
07:00 0 412 39 3 5 1 0 4 2 0 0 0 0 466
08:00 1 536 37 5 4 2 4 3 0 0 0 0 1 593
09:00 1 509 44 3 6 2 2 0 0 0 0 0 0 567
10:00 0 471 31 5 6 1 1 0 0 0 0 0 1 516
11:00 1 500 36 3 3 0 2 3 0 0 0 0 0 548
12 PM 0 595 32 7 5 0 5 4 2 0 0 0 1 651
13:00 5 510 39 5 6 2 3 1 0 0 0 0 2 573
14:00 3 575 47 2 2 1 3 0 0 0 1 0 1 635
15:00 0 608 25 2 6 1 4 2 1 0 0 0 0 649
16:00 1 641 47 1 2 1 4 1 0 2 0 0 1 701
17:00 4 849 15 2 0 1 8 5 0 0 0 0 4 888
18:00 5 669 17 2 1 2 8 7 0 0 0 0 2 713
19:00 2 540 10 0 1 4 1 5 0 0 0 0 1 564
20:00 1 421 10 0 1 4 3 2 0 0 0 0 0 442
21:00 2 223 6 0 0 0 3 0 0 0 0 0 0 234
22:00 0 120 8 0 1 0 1 0 0 0 0 0 0 130
23:00 0 64 4 0 0 0 0 0 0 0 0 0 0 68
Day
Total 27 8540 498 42 54 25 53 37 6 2 1 0 14 9299
Percent 0.3% 91.8% 5.4% 0.5% 0.6% 0.3% 0.6% 0.4% 0.1% 0.0% 0.0% 0.0% 0.2% AM Peak 06:00 08:00 09:00 08:00 09:00 08:00 08:00 07:00 07:00 08:00 08:00 Vol. 1 536 44 5 6 2 4 4 2 1 593
PM Peak 13:00 17:00 14:00 12:00 13:00 19:00 17:00 18:00 12:00 16:00 14:00 17:00 17:00 Vol. 5 849 47 7 6 4 8 7 2 2 1 4 888
Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 27 1 0 0 0 0 0 0 0 0 0 0 28
01:00 0 14 0 0 2 1 0 0 1 0 0 0 0 18
02:00 0 14 1 0 1 0 0 0 1 0 0 0 0 17
03:00 0 10 0 0 0 1 0 0 0 0 0 0 0 11
04:00 0 20 2 1 0 2 0 0 0 0 0 0 0 25
05:00 0 50 18 0 4 3 0 0 0 0 0 0 0 75
06:00 2 156 23 1 4 0 0 0 1 0 0 0 0 187
07:00 2 391 31 6 3 0 4 2 1 0 1 0 0 441
08:00 0 509 27 2 4 0 4 3 1 0 0 0 2 552
09:00 2 504 42 4 6 0 5 0 0 0 0 0 0 563
10:00 2 451 39 2 6 1 3 1 0 0 0 0 0 505
11:00 5 446 62 2 7 2 3 2 0 1 0 0 1 531
12 PM 3 549 34 5 2 1 2 0 2 0 0 0 1 599
13:00 1 499 29 1 3 4 9 3 0 0 0 0 0 549
14:00 0 535 36 9 1 1 4 3 0 0 0 0 1 590
15:00 4 583 29 3 2 1 1 0 0 0 0 0 0 623
16:00 0 589 30 0 2 1 6 2 0 1 0 0 0 631
17:00 5 761 22 1 0 1 5 9 1 0 0 0 3 808
18:00 0 661 14 2 1 0 3 0 1 0 0 0 1 683
19:00 1 502 13 1 2 0 5 4 0 0 0 0 0 528
20:00 0 443 11 0 1 1 0 0 0 0 0 0 1 457
21:00 0 283 13 0 0 0 2 2 0 0 0 0 0 300
22:00 1 127 3 0 1 0 0 0 0 0 0 0 0 132
23:00 1 75 5 0 0 0 0 0 0 0 0 0 0 81
Day
Total 29 8199 485 40 52 20 56 31 9 2 1 0 10 8934
Percent 0.3% 91.8% 5.4% 0.4% 0.6% 0.2% 0.6% 0.3% 0.1% 0.0% 0.0% 0.0% 0.1% AM Peak 11:00 08:00 11:00 07:00 11:00 05:00 09:00 08:00 01:00 11:00 07:00 08:00 09:00 Vol. 5 509 62 6 7 3 5 3 1 1 1 2 563
PM Peak 17:00 17:00 14:00 14:00 13:00 13:00 13:00 17:00 12:00 16:00 17:00 17:00 Vol. 5 761 36 9 3 4 9 9 2 1 3 808
Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 0 39 4 0 0 0 0 0 0 0 0 0 0 43
01:00 0 13 0 0 0 0 0 0 0 0 0 0 0 13
02:00 0 10 2 0 0 0 0 0 0 0 0 0 0 12
03:00 0 15 1 0 0 0 0 0 0 0 0 0 0 16
04:00 0 16 3 0 1 0 0 0 0 0 0 0 0 20
05:00 0 60 10 1 4 1 0 0 0 0 0 0 0 76
06:00 1 142 29 2 5 0 2 0 1 0 0 0 0 182
07:00 2 441 29 4 3 0 3 6 1 0 1 0 0 490
08:00 1 547 34 4 6 0 6 2 1 0 0 0 1 602
09:00 1 511 28 1 6 1 3 1 1 0 0 0 1 554
10:00 5 466 38 3 3 0 5 1 0 0 0 0 0 521
11:00 3 511 40 2 5 0 7 3 2 1 0 0 2 576
12 PM 5 593 41 2 6 1 3 4 1 0 0 0 0 656
13:00 1 532 42 5 2 4 3 5 0 0 0 0 1 595
14:00 5 578 42 5 2 4 4 0 1 0 0 0 1 642
15:00 5 632 24 3 0 0 4 5 0 2 0 0 1 676
16:00 2 688 23 1 3 1 2 4 1 0 0 0 1 726
17:00 4 834 19 2 0 2 5 6 1 0 0 0 4 877
18:00 2 681 20 0 2 1 5 3 0 0 0 0 0 714
19:00 0 528 11 1 0 0 2 1 0 0 1 0 0 544
20:00 1 441 8 0 1 0 1 4 0 0 0 0 0 456
21:00 1 321 8 0 2 1 1 0 0 0 0 0 0 334
22:00 1 101 1 0 0 0 0 0 0 0 0 0 0 103
23:00 1 81 4 0 0 0 0 0 0 0 0 0 0 86
Day
Total 41 8781 461 36 51 16 56 45 10 3 2 0 12 9514
Percent 0.4% 92.3% 4.8% 0.4% 0.5% 0.2% 0.6% 0.5% 0.1% 0.0% 0.0% 0.0% 0.1% AM Peak 10:00 08:00 11:00 07:00 08:00 05:00 11:00 07:00 11:00 11:00 07:00 11:00 08:00 Vol. 5 547 40 4 6 1 7 6 2 1 1 2 602
PM Peak 12:00 17:00 13:00 13:00 12:00 13:00 17:00 17:00 12:00 15:00 19:00 17:00 17:00 Vol. 5 834 42 5 6 4 5 6 1 2 1 4 877

Grand
Total 97 25520 1444 118 157 61 165 113 25 7 4 0 36 27747 Percent 0.3% 92.0% 5.2% 0.4% 0.6% 0.2% 0.6% 0.4% 0.1% 0.0% 0.0% 0.0% 0.1% Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 0 0 3 5 8 13 2 1 1 0 0 0 0 33 36-45 21
01:00 0 0 0 0 2 5 2 0 0 0 0 0 0 0 9 36-45 7
02:00 0 2 0 0 4 6 1 0 0 0 0 0 0 0 13 31-40 10
03:00 0 1 0 3 2 5 1 0 0 0 0 0 0 0 12 31-40 7
04:00 0 0 1 1 6 3 4 1 0 0 0 0 0 0 16 30-39 9
05:00 0 1 1 2 4 19 14 3 3 0 0 0 0 0 47 36-45 33
06:00 1 3 0 9 29 52 35 12 6 0 1 0 0 0 148 36-45 87
07:00 4 15 15 47 75 94 56 14 4 0 0 0 0 0 324 31-40 169
08:00 28 37 56 123 165 190 77 14 0 0 0 0 0 0 690 31-40 355 09:00 9 36 51 78 123 188 95 17 5 0 0 0 0 0 602 31-40 311 10:00 11 17 24 62 143 156 101 16 3 0 0 0 0 0 533 31-40 299 11:00 3 13 43 83 158 184 75 19 3 1 0 0 0 0 582 31-40 342 12 PM 7 22 35 87 139 175 83 14 9 1 0 0 0 0 572 31-40 314 13:00 12 21 35 101 175 175 84 21 4 1 1 0 0 0 630 31-40 350 14:00 11 22 55 96 192 165 73 10 3 1 0 0 0 0 628 31-40 357 15:00 17 37 70 120 210 212 67 13 1 0 0 0 0 0 747 31-40 422 16:00 24 37 60 95 198 256 82 23 4 0 0 0 0 0 779 31-40 454 17:00 38 77 97 157 255 194 79 15 1 0 0 0 0 0 913 31-40 449 18:00 21 31 54 112 205 232 101 18 3 0 0 1 0 0 778 31-40 437 19:00 14 36 63 84 126 137 65 10 1 0 1 0 0 0 537 31-40 263 20:00 6 21 21 45 91 136 62 18 5 1 0 0 0 0 406 31-40 227 21:00 1 1 5 20 52 112 54 11 5 0 0 0 0 0 261 36-45 166
22:00 0 1 0 7 30 49 30 17 5 1 1 0 0 0 141 36-45 79
23:00 0 0 0 6 11 18 22 5 0 1 2 0 0 0 65 36-45 40
Total 207 431 686 1341 2400 2771 1276 273 66 8 6 1 0 0 9466 Percent 2.2% 4.6% 7.2% 14.2% 25.4% 29.3% 13.5% 2.9% 0.7% 0.1% 0.1% 0.0% 0.0% 0.0% AM Peak 08:00 08:00 08:00 08:00 08:00 08:00 10:00 11:00 06:00 00:00 06:00 08:00 Vol. 28 37 56 123 165 190 101 19 6 1 1 690
PM Peak 17:00 17:00 17:00 17:00 17:00 16:00 18:00 16:00 12:00 12:00 23:00 18:00 17:00 Vol. 38 77 97 157 255 256 101 23 9 1 2 1 913
Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 0 0 1 2 6 11 6 4 2 0 0 0 0 0 32 36-45 17
01:00 0 0 0 3 2 6 3 5 2 0 0 0 0 0 21 34-43 9
02:00 0 1 0 0 5 5 1 1 0 1 0 0 0 0 14 31-40 10
03:00 0 0 1 1 3 3 2 0 0 0 0 0 0 0 10 31-40 6
04:00 0 0 0 1 5 6 5 2 0 0 0 0 0 0 19 36-45 11
05:00 1 1 0 6 8 17 14 7 4 1 0 0 0 0 59 36-45 31
06:00 0 1 1 4 27 42 37 14 1 0 0 0 0 0 127 36-45 79
07:00 4 7 15 38 63 135 60 14 4 1 0 0 0 0 341 31-40 198
08:00 12 20 38 98 167 190 77 16 1 0 0 0 0 0 619 31-40 357 09:00 8 19 55 88 182 194 55 13 3 0 0 0 0 0 617 31-40 376 10:00 13 24 42 57 140 167 63 18 2 1 0 0 0 0 527 31-40 307 11:00 2 12 27 88 135 205 85 13 1 0 1 0 0 0 569 31-40 340 12 PM 1 9 41 74 169 184 81 30 4 1 0 0 0 0 594 31-40 353 13:00 10 22 39 66 170 166 83 22 3 0 0 0 0 0 581 31-40 336 14:00 15 20 26 80 133 199 89 17 4 0 0 0 0 0 583 31-40 332 15:00 11 35 71 91 231 220 87 19 1 1 0 0 0 0 767 31-40 451 16:00 20 41 63 91 197 236 91 19 2 0 0 0 0 0 760 31-40 433 17:00 26 47 76 123 191 265 98 15 2 1 0 0 0 0 844 31-40 456 18:00 11 51 57 107 168 214 96 27 4 2 0 0 0 0 737 31-40 382 19:00 9 25 48 88 135 130 79 20 3 0 0 0 0 0 537 31-40 265 20:00 1 4 21 50 113 124 66 11 0 1 0 0 0 0 391 31-40 237 21:00 2 5 13 41 71 83 46 15 4 1 0 0 0 0 281 31-40 154
22:00 1 0 2 9 35 38 30 17 3 0 0 0 0 0 135 31-40 73
23:00 0 0 1 3 17 15 24 7 2 0 1 0 0 0 70 36-45 39
Total 147 344 638 1209 2373 2855 1278 326 52 11 2 0 0 0 9235 Percent 1.6% 3.7% 6.9% 13.1% 25.7% 30.9% 13.8% 3.5% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 10:00 09:00 08:00 09:00 11:00 11:00 10:00 05:00 02:00 11:00 08:00 Vol. 13 24 55 98 182 205 85 18 4 1 1 619
PM Peak 17:00 18:00 17:00 17:00 15:00 17:00 17:00 12:00 12:00 18:00 23:00 17:00 Vol. 26 51 76 123 231 265 98 30 4 2 1 844
Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 1 1 0 4 9 13 7 9 1 1 0 0 0 0 46 31-40 22
01:00 0 0 0 1 4 8 3 4 1 0 0 0 0 0 21 31-40 12
02:00 0 1 0 2 2 2 1 1 2 0 0 0 0 0 11 31-40 4
03:00 0 0 0 1 4 8 2 0 0 0 0 0 0 0 15 31-40 12
04:00 0 0 1 1 3 3 2 3 0 0 0 0 0 0 13 30-39 6
05:00 3 2 0 2 11 25 18 8 2 0 0 0 0 0 71 36-45 43
06:00 1 4 0 10 22 40 34 16 4 1 0 0 0 0 132 36-45 74
07:00 6 13 24 56 78 89 62 11 4 0 0 0 0 0 343 31-40 167
08:00 18 38 54 137 181 177 80 20 2 0 0 0 0 0 707 31-40 358 09:00 14 48 46 83 181 194 80 21 3 2 0 0 0 0 672 31-40 375 10:00 8 21 43 49 151 190 83 15 3 2 0 0 0 0 565 31-40 341 11:00 8 12 32 70 182 207 76 19 4 0 0 0 0 0 610 31-40 389 12 PM 8 35 43 92 196 201 58 13 5 3 0 0 0 0 654 31-40 397 13:00 16 28 47 90 175 186 77 22 5 1 0 0 0 0 647 31-40 361 14:00 12 25 41 80 172 187 82 11 1 0 0 0 0 0 611 31-40 359 15:00 21 44 50 117 207 238 83 24 1 1 0 0 0 0 786 31-40 445 16:00 40 69 95 131 227 207 84 13 3 0 0 0 0 0 869 31-40 434 17:00 72 82 129 154 245 205 68 9 1 0 0 0 0 0 965 31-40 450 18:00 14 45 63 98 190 221 99 19 1 0 0 0 0 0 750 31-40 411 19:00 6 19 28 76 157 226 95 12 2 0 0 0 0 0 621 31-40 383 20:00 3 10 19 47 118 149 60 13 5 0 1 0 0 0 425 31-40 267 21:00 0 1 6 32 75 106 48 11 2 0 1 0 0 0 282 31-40 181
22:00 9 19 16 15 24 23 12 5 0 0 0 0 0 0 123 31-40 47
23:00 2 5 6 10 20 23 29 5 1 0 0 0 0 0 101 36-45 52
Total 262 522 743 1358 2634 2928 1243 284 53 11 2 0 0 0 10040 Percent 2.6% 5.2% 7.4% 13.5% 26.2% 29.2% 12.4% 2.8% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 09:00 08:00 08:00 11:00 11:00 10:00 09:00 06:00 09:00 08:00 Vol. 18 48 54 137 182 207 83 21 4 2 707
PM Peak 17:00 17:00 17:00 17:00 17:00 15:00 18:00 15:00 12:00 12:00 20:00 17:00 Vol. 72 82 129 154 245 238 99 24 5 3 1 965
Total 616 1297 2067 3908 7407 8554 3797 883 171 30 10 1 0 0 28741 Percent 2.1% 4.5% 7.2% 13.6% 25.8% 29.8% 13.2% 3.1% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 25 MPH
50th Percentile : 34 MPH
85th Percentile : 40 MPH
95th Percentile : 44 MPH

Stats 10 MPH Pace Speed : 31-40 MPH
Number in Pace : 15961
Percent in Pace : 55.5%
Number of Vehicles > 35 MPH : 13446
Percent of Vehicles > 35 MPH : 46.8%
Mean Speed(Average) : 34 MPH
Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 0 0 3 8 9 10 1 1 0 1 0 0 0 33 35-44 19
01:00 0 1 0 0 2 7 4 0 0 0 0 0 0 0 14 35-44 11
02:00 1 0 0 3 3 2 2 0 0 0 0 0 0 0 11 26-35 6
03:00 1 0 0 1 2 6 2 0 0 0 0 0 0 0 12 36-45 8
04:00 0 0 0 2 6 8 4 1 0 0 0 0 0 0 21 31-40 14
05:00 1 0 0 7 25 33 9 2 0 0 0 0 0 0 77 31-40 58
06:00 0 0 1 7 47 80 43 10 4 1 0 0 0 0 193 31-40 127
07:00 1 0 7 52 152 164 74 15 1 0 0 0 0 0 466 31-40 316
08:00 6 2 6 86 243 180 61 8 1 0 0 0 0 0 593 31-40 423
09:00 1 0 12 74 235 189 45 6 2 2 0 1 0 0 567 31-40 424
10:00 4 5 8 78 192 157 59 10 2 1 0 0 0 0 516 31-40 349
11:00 0 2 15 73 198 187 58 15 0 0 0 0 0 0 548 31-40 385 12 PM 0 1 11 100 250 207 67 13 2 0 0 0 0 0 651 31-40 457 13:00 1 2 17 107 196 173 56 18 2 1 0 0 0 0 573 31-40 369 14:00 0 1 16 118 244 185 64 5 2 0 0 0 0 0 635 31-40 429 15:00 1 1 21 111 242 198 61 13 1 0 0 0 0 0 649 31-40 440 16:00 1 5 11 83 248 254 81 14 3 1 0 0 0 0 701 31-40 502 17:00 2 1 10 104 389 294 66 20 2 0 0 0 0 0 888 31-40 683 18:00 1 1 5 75 242 259 113 13 4 0 0 0 0 0 713 31-40 501 19:00 4 3 3 81 218 190 48 14 1 1 1 0 0 0 564 31-40 408
20:00 2 1 10 36 147 160 72 12 2 0 0 0 0 0 442 31-40 307 21:00 1 1 5 20 74 92 34 5 2 0 0 0 0 0 234 31-40 166
22:00 0 0 0 4 27 60 34 4 1 0 0 0 0 0 130 36-45 94
23:00 0 0 2 1 11 30 16 7 0 1 0 0 0 0 68 36-45 46
Total 28 27 160 1226 3401 3124 1083 206 33 8 2 1 0 0 9299 Percent 0.3% 0.3% 1.7% 13.2% 36.6% 33.6% 11.6% 2.2% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 10:00 11:00 08:00 08:00 09:00 07:00 07:00 06:00 09:00 00:00 09:00 08:00 Vol. 6 5 15 86 243 189 74 15 4 2 1 1 593
PM Peak 19:00 16:00 15:00 14:00 17:00 17:00 18:00 17:00 18:00 13:00 19:00 17:00 Vol. 4 5 21 118 389 294 113 20 4 1 1 888
Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 1 0 0 2 6 11 7 0 1 0 0 0 0 0 28 34-43 18
01:00 0 0 2 3 3 6 1 3 0 0 0 0 0 0 18 31-40 9
02:00 1 0 0 1 5 7 2 1 0 0 0 0 0 0 17 31-40 12
03:00 0 0 0 0 4 4 2 1 0 0 0 0 0 0 11 31-40 8
04:00 0 0 0 3 3 7 10 1 1 0 0 0 0 0 25 36-45 17
05:00 0 1 2 6 22 26 13 4 1 0 0 0 0 0 75 31-40 48
06:00 0 0 1 10 49 66 50 10 1 0 0 0 0 0 187 36-45 116
07:00 1 0 4 42 152 155 72 13 0 2 0 0 0 0 441 31-40 307
08:00 2 0 8 91 202 164 72 12 0 0 1 0 0 0 552 31-40 366
09:00 2 2 20 98 224 154 52 10 1 0 0 0 0 0 563 31-40 378 10:00 4 5 20 84 183 156 44 7 2 0 0 0 0 0 505 31-40 339
11:00 1 2 14 58 173 201 66 10 3 3 0 0 0 0 531 31-40 374 12 PM 1 12 9 97 198 188 71 18 5 0 0 0 0 0 599 31-40 386 13:00 0 1 5 37 186 204 93 20 2 1 0 0 0 0 549 31-40 390
14:00 2 4 10 62 223 199 73 14 3 0 0 0 0 0 590 31-40 422 15:00 1 0 11 74 249 197 68 20 2 1 0 0 0 0 623 31-40 446 16:00 3 3 5 61 228 245 73 12 1 0 0 0 0 0 631 31-40 473
17:00 1 5 7 118 322 251 87 14 2 1 0 0 0 0 808 31-40 573 18:00 1 4 12 60 242 261 85 14 4 0 0 0 0 0 683 31-40 503 19:00 1 2 11 82 168 187 58 15 4 0 0 0 0 0 528 31-40 355 20:00 1 0 6 72 135 168 54 19 2 0 0 0 0 0 457 31-40 303
21:00 1 0 5 39 109 106 32 6 2 0 0 0 0 0 300 31-40 215
22:00 0 1 0 6 30 64 25 6 0 0 0 0 0 0 132 31-40 94
23:00 1 0 4 10 22 23 15 3 2 1 0 0 0 0 81 31-40 45
Total 25 42 156 1116 3138 3050 1125 233 39 9 1 0 0 0 8934 Percent 0.3% 0.5% 1.7% 12.5% 35.1% 34.1% 12.6% 2.6% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 10:00 09:00 09:00 09:00 11:00 07:00 07:00 11:00 11:00 08:00 09:00 Vol. 4 5 20 98 224 201 72 13 3 3 1 563
PM Peak 16:00 12:00 18:00 17:00 17:00 18:00 13:00 13:00 12:00 13:00 17:00 Vol. 3 12 12 118 322 261 93 20 5 1 808
Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 0 0 2 3 11 15 8 3 0 0 1 0 0 0 43 31-40 26
01:00 1 0 0 0 4 4 2 2 0 0 0 0 0 0 13 31-40 8
02:00 1 0 0 0 2 5 3 0 0 1 0 0 0 0 12 34-43 8
03:00 1 0 1 1 5 1 3 3 0 1 0 0 0 0 16 26-35 6
04:00 0 0 2 3 3 9 3 0 0 0 0 0 0 0 20 31-40 12
05:00 0 1 1 4 27 26 13 4 0 0 0 0 0 0 76 31-40 53
06:00 0 0 2 13 50 72 36 9 0 0 0 0 0 0 182 31-40 122
07:00 1 2 5 86 182 153 50 9 2 0 0 0 0 0 490 31-40 335
08:00 3 4 13 93 239 185 51 12 2 0 0 0 0 0 602 31-40 424 09:00 0 1 7 66 184 220 67 8 1 0 0 0 0 0 554 31-40 404
10:00 4 5 15 75 188 165 51 15 1 0 1 1 0 0 521 31-40 353 11:00 2 1 8 72 226 181 75 8 3 0 0 0 0 0 576 31-40 407
12 PM 1 2 21 105 266 186 58 12 3 2 0 0 0 0 656 31-40 452 13:00 0 0 5 73 195 226 75 18 1 1 1 0 0 0 595 31-40 421
14:00 2 3 7 64 261 208 77 16 3 1 0 0 0 0 642 31-40 469
15:00 3 6 14 80 243 232 89 8 0 0 1 0 0 0 676 31-40 475
16:00 1 2 11 104 279 221 90 16 2 0 0 0 0 0 726 31-40 500 17:00 6 5 14 145 375 234 86 11 1 0 0 0 0 0 877 31-40 609 18:00 2 4 18 97 250 242 78 22 1 0 0 0 0 0 714 31-40 492 19:00 0 0 5 42 167 199 115 11 5 0 0 0 0 0 544 31-40 366 20:00 2 4 7 51 146 157 62 24 3 0 0 0 0 0 456 31-40 303
21:00 0 0 8 35 103 126 49 7 5 1 0 0 0 0 334 31-40 229
22:00 0 1 1 19 30 32 15 5 0 0 0 0 0 0 103 31-40 62
23:00 1 1 4 10 20 32 17 1 0 0 0 0 0 0 86 31-40 52
Total 31 42 171 1241 3456 3131 1173 224 33 7 4 1 0 0 9514 Percent 0.3% 0.4% 1.8% 13.0% 36.3% 32.9% 12.3% 2.4% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 10:00 10:00 08:00 08:00 09:00 11:00 10:00 11:00 02:00 00:00 10:00 08:00 Vol. 4 5 15 93 239 220 75 15 3 1 1 1 602
PM Peak 17:00 15:00 12:00 17:00 17:00 18:00 19:00 20:00 19:00 12:00 13:00 17:00 Vol. 6 6 21 145 375 242 115 24 5 2 1 877
Total 84 111 487 3583 9995 9305 3381 663 105 24 7 2 0 0 27747 Percent 0.3% 0.4% 1.8% 12.9% 36.0% 33.5% 12.2% 2.4% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 29 MPH
50th Percentile : 34 MPH
85th Percentile : 40 MPH
95th Percentile : 44 MPH

Stats 10 MPH Pace Speed : 31-40 MPH
Number in Pace : 19300
Percent in Pace : 69.6%
Number of Vehicles > 35 MPH : 13487
Percent of Vehicles > 35 MPH : 48.6%
Mean Speed(Average) : 35 MPH
Attachment 2

Site Code: 3
HOMESTEAD RD W.O HERON AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

Start 31-May-22 01-Jun-22 02-Jun-22 03-Jun-22 04-Jun-22 05-Jun-22 06-Jun-22 Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB
12:00 AM 33 33 32 28 46 43 * * * * * * * * 37 35
01:00 9 14 21 18 21 13 * * * * * * * * 17 15
02:00 13 11 14 17 11 12 * * * * * * * * 13 13
03:00 12 12 10 11 15 16 * * * * * * * * 12 13
04:00 16 21 19 25 13 20 * * * * * * * * 16 22
05:00 47 77 59 75 71 76 * * * * * * * * 59 76
06:00 148 193 127 187 132 182 * * * * * * * * 136 187
07:00 324 466 341 441 343 490 * * * * * * * * 336 466
08:00 690 593 619 552 707 602 * * * * * * * * 672 582
09:00 602 567 617 563 672 554 * * * * * * * * 630 561
10:00 533 516 527 505 565 521 * * * * * * * * 542 514
11:00 582 548 569 531 610 576 * * * * * * * * 587 552
12:00 PM 572 651 594 599 654 656 * * * * * * * * 607 635 01:00 630 573 581 549 647 595 * * * * * * * * 619 572
02:00 628 635 583 590 611 642 * * * * * * * * 607 622
03:00 747 649 767 623 786 676 * * * * * * * * 767 649
04:00 779 701 760 631 869 726 * * * * * * * * 803 686
05:00 913 888 844 808 965 877 * * * * * * * * 907 858
06:00 778 713 737 683 750 714 * * * * * * * * 755 703
07:00 537 564 537 528 621 544 * * * * * * * * 565 545
08:00 406 442 391 457 425 456 * * * * * * * * 407 452
09:00 261 234 281 300 282 334 * * * * * * * * 275 289
10:00 141 130 135 132 123 103 * * * * * * * * 133 122
11:00 65 68 70 81 101 86 * * * * * * * * 79 78
Total 9466 9299 9235 8934 10040 9514 0 0 0 0 0 0 0 0 9581 9247 Day 18765 18169 19554 0 0 0 0 18828
AM Peak 08:00 08:00 08:00 09:00 08:00 08:00 - - - - - - - - 08:00 08:00 Vol. 690 593 619 563 707 602 - - - - - - - - 672 582
PM Peak 17:00 17:00 17:00 17:00 17:00 17:00 - - - - - - - - 17:00 17:00 Vol. 913 888 844 808 965 877 - - - - - - - - 907 858

Comb.

Total 18765 18169 19554 0 0 0 0 18828

ADT ADT 18,829 AADT 18,829
Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 0 38 1 1 0 0 0 0 0 0 0 0 0 40
01:00 0 14 2 0 0 0 0 0 0 0 0 0 0 16
02:00 0 12 2 0 0 0 0 0 0 0 0 0 0 14
03:00 0 12 0 0 0 0 0 0 0 0 0 0 0 12
04:00 1 17 0 0 0 0 0 0 0 0 0 0 0 18
05:00 1 70 8 1 2 0 0 0 0 0 0 0 0 82
06:00 3 158 16 1 1 1 0 1 0 0 0 0 0 181
07:00 4 370 24 6 1 1 2 1 0 0 0 0 1 410
08:00 5 587 20 3 5 0 12 3 0 0 0 0 2 637
09:00 3 515 29 8 2 1 6 1 1 0 0 0 1 567
10:00 3 485 28 10 0 2 7 5 0 0 0 0 2 542
11:00 2 450 31 6 5 1 8 1 0 0 0 0 1 505
12 PM 4 539 30 6 2 0 4 2 1 0 0 0 0 588
13:00 4 577 40 3 3 1 5 2 1 0 1 0 2 639
14:00 5 630 40 7 4 1 5 5 1 0 0 0 0 698
15:00 6 682 52 5 3 1 6 5 1 0 1 0 1 763
16:00 7 751 48 2 4 2 10 4 1 0 1 0 4 834
17:00 10 879 28 5 1 2 15 6 2 1 0 0 3 952
18:00 9 733 20 1 1 0 5 4 0 0 2 0 4 779
19:00 4 603 13 1 3 2 4 1 0 0 0 0 0 631
20:00 8 458 11 0 0 1 4 5 0 0 0 0 0 487
21:00 4 273 15 0 2 0 2 1 0 0 0 0 0 297
22:00 0 180 6 0 0 0 0 1 0 0 0 0 0 187
23:00 0 100 4 0 0 0 0 0 0 0 0 0 0 104
Day
Total 83 9133 468 66 39 16 95 48 8 1 5 0 21 9983
Percent 0.8% 91.5% 4.7% 0.7% 0.4% 0.2% 1.0% 0.5% 0.1% 0.0% 0.1% 0.0% 0.2% AM Peak 08:00 08:00 11:00 10:00 08:00 10:00 08:00 10:00 09:00 08:00 08:00 Vol. 5 587 31 10 5 2 12 5 1 2 637
PM Peak 17:00 17:00 15:00 14:00 14:00 16:00 17:00 17:00 17:00 17:00 18:00 16:00 17:00 Vol. 10 879 52 7 4 2 15 6 2 1 2 4 952
Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 40 8 0 0 0 0 0 0 0 0 0 0 48
01:00 0 23 1 1 1 1 0 0 0 0 0 0 0 27
02:00 0 21 3 0 0 0 0 0 0 0 0 0 0 24
03:00 0 9 1 0 1 0 0 0 1 0 0 0 0 12
04:00 0 16 1 0 0 0 0 0 0 0 0 0 0 17
05:00 5 77 3 1 1 0 0 0 0 0 0 0 0 87
06:00 3 163 16 2 1 0 0 1 0 0 1 0 0 187
07:00 3 381 18 2 0 0 1 2 0 0 0 0 2 409
08:00 4 595 26 5 2 3 6 4 0 0 0 0 3 648
09:00 10 523 31 5 5 1 3 6 2 1 0 0 2 589
10:00 2 428 35 9 2 0 6 6 1 1 0 0 1 491
11:00 3 495 32 6 2 2 4 1 0 0 0 0 0 545
12 PM 3 568 29 5 3 3 5 3 0 0 0 0 1 620
13:00 4 528 29 4 3 0 4 3 1 0 0 0 3 579
14:00 4 587 34 5 5 0 8 2 0 1 0 0 0 646
15:00 2 721 42 7 4 3 3 5 0 0 0 0 1 788
16:00 11 733 33 3 2 2 10 6 1 0 0 0 1 802
17:00 10 854 36 1 2 1 3 4 1 1 0 0 3 916
18:00 6 732 17 3 1 2 9 3 0 1 0 0 1 775
19:00 9 529 14 2 1 0 5 3 0 0 0 0 3 566
20:00 7 417 13 1 1 0 2 1 1 0 0 0 2 445
21:00 4 316 12 2 1 0 2 0 0 0 0 0 0 337
22:00 1 186 10 0 0 0 0 1 0 0 0 0 0 198
23:00 0 95 6 0 0 0 0 0 0 0 0 0 0 101
Day
Total 91 9037 450 64 38 18 71 51 8 5 1 0 23 9857
Percent 0.9% 91.7% 4.6% 0.6% 0.4% 0.2% 0.7% 0.5% 0.1% 0.1% 0.0% 0.0% 0.2% AM Peak 09:00 08:00 10:00 10:00 09:00 08:00 08:00 09:00 09:00 09:00 06:00 08:00 08:00 Vol. 10 595 35 9 5 3 6 6 2 1 1 3 648
PM Peak 16:00 17:00 15:00 15:00 14:00 12:00 16:00 16:00 13:00 14:00 13:00 17:00 Vol. 11 854 42 7 5 3 10 6 1 1 3 916
Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 0 49 10 0 0 0 0 0 0 0 0 0 0 59
01:00 0 25 1 0 0 0 0 0 0 0 0 0 0 26
02:00 0 27 1 0 0 0 0 0 0 0 0 0 0 28
03:00 0 12 1 1 0 0 0 0 0 0 0 0 0 14
04:00 1 13 0 0 0 0 0 0 0 0 0 0 0 14
05:00 3 70 7 0 3 0 0 1 0 0 0 0 0 84
06:00 6 158 18 1 1 0 1 0 0 0 0 0 0 185
07:00 1 355 27 4 3 0 2 2 0 0 0 0 1 395
08:00 5 599 31 5 4 3 4 1 1 1 0 0 0 654
09:00 2 564 28 6 3 2 5 1 1 0 0 0 0 612
10:00 3 534 30 9 6 0 2 0 0 0 0 0 0 584
11:00 3 538 39 6 8 0 4 1 0 0 0 0 1 600
12 PM 5 583 37 5 3 1 3 1 1 0 0 0 1 640
13:00 8 592 40 4 4 2 6 4 0 1 0 0 0 661
14:00 2 613 34 7 1 0 2 5 0 1 0 0 0 665
15:00 5 756 46 5 4 4 15 4 1 0 0 0 4 844
16:00 9 864 44 5 4 2 12 7 0 0 1 0 2 950
17:00 11 994 35 0 4 1 17 10 1 1 0 0 2 1076
18:00 6 774 26 1 1 3 4 6 0 0 0 0 3 824
19:00 1 621 21 1 2 0 10 4 1 0 0 0 0 661
20:00 8 516 13 0 2 0 6 0 0 0 0 0 0 545
21:00 3 310 10 0 1 0 1 1 0 0 0 0 0 326
22:00 5 205 5 1 0 0 1 2 0 0 0 0 0 219
23:00 2 112 6 0 0 1 1 0 0 0 0 0 0 122
Day
Total 89 9884 510 61 54 19 96 50 6 4 1 0 14 10788
Percent 0.8% 91.6% 4.7% 0.6% 0.5% 0.2% 0.9% 0.5% 0.1% 0.0% 0.0% 0.0% 0.1% AM Peak 06:00 08:00 11:00 10:00 11:00 08:00 09:00 07:00 08:00 08:00 07:00 08:00 Vol. 6 599 39 9 8 3 5 2 1 1 1 654
PM Peak 17:00 17:00 15:00 14:00 13:00 15:00 17:00 17:00 12:00 13:00 16:00 15:00 17:00 Vol. 11 994 46 7 4 4 17 10 1 1 1 4 1076

Grand
Total 263 28054 1428 191 131 53 262 149 22 10 7 0 58 30628 Percent 0.9% 91.6% 4.7% 0.6% 0.4% 0.2% 0.9% 0.5% 0.1% 0.0% 0.0% 0.0% 0.2% Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 0 39 3 0 0 0 0 0 0 0 0 0 0 42
01:00 0 20 1 0 0 0 0 0 0 0 0 0 0 21
02:00 0 11 2 0 1 0 0 0 0 0 0 0 0 14
03:00 0 15 0 1 0 0 0 0 0 0 0 0 0 16
04:00 0 28 0 0 0 0 0 0 0 0 0 0 0 28
05:00 0 81 12 1 2 0 1 0 0 0 0 0 0 97
06:00 0 201 26 6 1 0 0 1 0 0 0 0 0 235
07:00 2 510 38 4 3 0 4 4 0 0 0 0 0 565
08:00 1 800 37 7 3 3 4 3 1 0 0 0 1 860
09:00 2 782 40 9 7 2 5 4 0 0 0 0 0 851
10:00 1 576 37 6 3 0 4 3 1 0 0 0 0 631
11:00 1 608 41 2 3 0 3 3 0 0 0 0 1 662
12 PM 2 643 40 7 8 0 4 5 0 1 0 0 0 710
13:00 3 592 33 8 7 1 2 4 0 0 0 0 0 650
14:00 2 636 37 7 2 2 2 0 0 0 0 0 0 688
15:00 5 683 33 8 4 0 2 2 0 0 0 0 1 738
16:00 1 679 34 5 0 2 7 4 0 0 0 0 1 733
17:00 2 846 29 5 2 2 7 1 2 0 0 0 1 897
18:00 3 677 25 3 1 2 5 2 0 0 0 0 1 719
19:00 2 545 8 1 3 0 5 1 0 0 0 0 0 565
20:00 1 428 5 1 1 0 2 2 0 0 0 0 0 440
21:00 2 240 7 0 0 0 0 0 0 0 0 0 0 249
22:00 0 109 7 0 1 0 1 0 0 0 0 0 0 118
23:00 0 65 5 0 0 0 0 0 0 0 0 0 0 70
Day
Total 30 9814 500 81 52 14 58 39 4 1 0 0 6 10599
Percent 0.3% 92.6% 4.7% 0.8% 0.5% 0.1% 0.5% 0.4% 0.0% 0.0% 0.0% 0.0% 0.1% AM Peak 07:00 08:00 11:00 09:00 09:00 08:00 09:00 07:00 08:00 08:00 08:00 Vol. 2 800 41 9 7 3 5 4 1 1 860
PM Peak 15:00 17:00 12:00 13:00 12:00 14:00 16:00 12:00 17:00 12:00 15:00 17:00 Vol. 5 846 40 8 8 2 7 5 2 1 1 897
Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 32 3 0 0 0 0 0 0 0 0 0 0 35
01:00 0 19 1 0 1 1 0 0 0 0 0 0 0 22
02:00 0 16 1 0 0 0 0 0 1 0 0 0 0 18
03:00 0 11 0 0 0 0 0 0 0 0 0 0 0 11
04:00 0 29 0 1 0 0 0 0 0 0 0 0 0 30
05:00 3 70 11 4 3 1 0 0 0 0 0 0 0 92
06:00 1 204 19 2 3 0 1 0 1 0 0 0 0 231
07:00 2 517 23 8 2 1 2 1 1 0 0 0 2 559
08:00 3 663 35 8 4 0 3 3 0 0 0 0 1 720
09:00 1 634 50 8 4 2 2 0 0 0 0 0 1 702
10:00 1 533 41 7 7 4 4 2 0 0 0 0 2 601
11:00 2 524 44 5 3 0 2 1 0 0 0 0 0 581
12 PM 1 633 31 5 6 1 7 2 1 0 0 0 0 687
13:00 0 550 29 7 8 1 7 3 0 0 0 0 1 606
14:00 3 592 35 8 2 1 3 0 0 0 0 0 0 644
15:00 3 640 35 7 0 1 1 1 0 0 0 0 2 690
16:00 2 679 23 5 2 1 5 2 0 0 0 0 1 720
17:00 1 767 20 3 0 1 3 3 1 0 0 0 3 802
18:00 1 646 26 4 4 1 4 2 1 0 1 0 0 690
19:00 1 507 15 3 2 0 3 2 0 0 0 0 0 533
20:00 2 426 11 1 1 0 0 2 0 0 0 0 0 443
21:00 1 290 12 0 0 0 0 1 0 0 0 0 0 304
22:00 1 134 4 0 0 0 0 0 0 0 0 0 0 139
23:00 1 80 5 0 0 0 0 0 0 0 0 0 0 86
Day
Total 30 9196 474 86 52 16 47 25 6 0 1 0 13 9946
Percent 0.3% 92.5% 4.8% 0.9% 0.5% 0.2% 0.5% 0.3% 0.1% 0.0% 0.0% 0.0% 0.1% AM Peak 05:00 08:00 09:00 07:00 10:00 10:00 10:00 08:00 02:00 07:00 08:00 Vol. 3 663 50 8 7 4 4 3 1 2 720
PM Peak 14:00 17:00 14:00 14:00 13:00 12:00 12:00 13:00 12:00 18:00 17:00 17:00 Vol. 3 767 35 8 8 1 7 3 1 1 3 802
Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 1 39 6 0 0 0 0 0 0 0 0 0 0 46
01:00 0 14 0 0 0 0 0 0 0 0 0 0 0 14
02:00 0 16 3 0 0 0 0 0 0 0 0 0 0 19
03:00 0 11 1 0 0 0 0 0 0 0 0 0 0 12
04:00 0 26 2 0 0 0 0 0 0 0 0 0 0 28
05:00 0 67 10 1 3 0 0 0 0 0 0 0 0 81
06:00 2 190 17 2 0 2 1 1 0 0 0 0 0 215
07:00 5 540 36 4 4 2 8 4 0 0 0 0 0 603
08:00 3 741 32 8 7 3 9 5 0 0 1 0 1 810
09:00 5 781 40 8 11 3 2 4 1 0 0 0 0 855
10:00 2 615 45 6 6 1 3 2 0 0 0 0 1 681
11:00 1 570 46 5 3 1 2 2 3 0 0 0 2 635
12 PM 1 628 30 5 8 0 3 2 0 1 0 0 1 679
13:00 1 597 31 8 4 0 1 2 1 0 0 0 0 645
14:00 1 621 37 9 3 0 4 1 0 0 0 0 2 678
15:00 3 676 25 5 2 2 2 3 0 0 0 0 0 718
16:00 4 755 36 4 2 1 3 3 0 0 0 0 0 808
17:00 0 845 33 5 0 1 2 5 0 0 0 0 0 891
18:00 3 664 15 5 1 0 5 7 0 0 0 0 0 700
19:00 2 522 16 0 1 0 1 2 0 0 0 0 0 544
20:00 0 407 8 1 1 0 2 0 0 0 0 0 0 419
21:00 2 283 9 0 1 0 1 1 0 0 0 0 0 297
22:00 2 158 4 0 0 1 0 1 0 0 0 0 0 166
23:00 1 87 3 0 0 0 1 0 0 0 0 0 0 92
Day
Total 39 9853 485 76 57 17 50 45 5 1 1 0 7 10636
Percent 0.4% 92.6% 4.6% 0.7% 0.5% 0.2% 0.5% 0.4% 0.0% 0.0% 0.0% 0.0% 0.1% AM Peak 07:00 09:00 11:00 08:00 09:00 08:00 08:00 08:00 11:00 08:00 11:00 09:00 Vol. 5 781 46 8 11 3 9 5 3 1 2 855
PM Peak 16:00 17:00 14:00 14:00 12:00 15:00 18:00 18:00 13:00 12:00 14:00 17:00 Vol. 4 845 37 9 8 2 5 7 1 1 2 891

Grand
Total 99 28863 1459 243 161 47 155 109 15 2 2 0 26 31181 Percent 0.3% 92.6% 4.7% 0.8% 0.5% 0.2% 0.5% 0.3% 0.0% 0.0% 0.0% 0.0% 0.1% Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 0 1 0 7 15 13 1 1 2 0 0 0 0 40 36-45 28
01:00 0 0 0 0 2 7 5 1 0 1 0 0 0 0 16 36-45 12
02:00 2 0 0 1 2 4 3 1 0 0 1 0 0 0 14 34-43 7
03:00 0 1 0 2 1 7 1 0 0 0 0 0 0 0 12 32-41 8
04:00 0 1 2 2 7 5 1 0 0 0 0 0 0 0 18 31-40 12
05:00 1 0 1 6 19 25 21 7 2 0 0 0 0 0 82 35-44 46
06:00 2 1 1 5 42 54 51 18 5 2 0 0 0 0 181 36-45 105
07:00 0 2 3 20 120 175 71 17 1 1 0 0 0 0 410 31-40 295
08:00 1 1 11 76 279 205 52 8 4 0 0 0 0 0 637 31-40 484
09:00 0 2 12 68 260 168 51 5 1 0 0 0 0 0 567 31-40 428
10:00 2 0 9 64 184 203 72 7 1 0 0 0 0 0 542 31-40 387
11:00 0 2 4 36 198 194 61 8 1 1 0 0 0 0 505 31-40 392
12 PM 2 3 9 76 171 238 69 17 3 0 0 0 0 0 588 31-40 409
13:00 0 4 9 77 229 234 71 12 3 0 0 0 0 0 639 31-40 463
14:00 0 6 25 104 249 215 75 19 4 0 1 0 0 0 698 31-40 464 15:00 1 3 11 81 296 281 72 10 6 1 1 0 0 0 763 31-40 577 16:00 2 8 31 101 304 299 75 11 2 1 0 0 0 0 834 31-40 603 17:00 1 11 31 145 387 295 68 12 2 0 0 0 0 0 952 31-40 682 18:00 3 4 33 112 279 224 89 28 5 1 1 0 0 0 779 31-40 503 19:00 1 4 12 80 228 213 73 12 7 0 1 0 0 0 631 31-40 441 20:00 2 11 15 41 147 194 60 13 3 0 1 0 0 0 487 31-40 341 21:00 1 0 2 21 77 104 66 16 10 0 0 0 0 0 297 31-40 181
22:00 0 0 0 7 41 63 50 16 9 1 0 0 0 0 187 36-45 113
23:00 0 1 1 3 16 31 37 10 3 2 0 0 0 0 104 36-45 68
Total 21 65 223 1128 3545 3453 1207 249 73 13 6 0 0 0 9983 Percent 0.2% 0.7% 2.2% 11.3% 35.5% 34.6% 12.1% 2.5% 0.7% 0.1% 0.1% 0.0% 0.0% 0.0% AM Peak 02:00 07:00 09:00 08:00 08:00 08:00 10:00 06:00 06:00 00:00 02:00 08:00 Vol. 2 2 12 76 279 205 72 18 5 2 1 637
PM Peak 18:00 17:00 18:00 17:00 17:00 16:00 18:00 18:00 21:00 23:00 14:00 17:00 Vol. 3 11 33 145 387 299 89 28 10 2 1 952
Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 0 0 1 1 5 20 13 7 1 0 0 0 0 0 48 36-45 33
01:00 0 1 0 1 3 6 7 5 3 0 1 0 0 0 27 36-45 13
02:00 0 0 0 1 5 4 6 4 3 1 0 0 0 0 24 34-43 10
03:00 1 0 1 2 1 4 1 2 0 0 0 0 0 0 12 34-43 5
04:00 0 0 0 2 5 5 2 1 2 0 0 0 0 0 17 31-40 10
05:00 0 1 1 5 27 27 14 5 3 1 1 0 1 1 87 31-40 54
06:00 1 2 0 5 54 65 42 12 6 0 0 0 0 0 187 31-40 119
07:00 1 1 6 33 158 134 58 13 4 0 0 0 1 0 409 31-40 292
08:00 0 1 15 90 258 225 51 6 2 0 0 0 0 0 648 31-40 483
09:00 3 3 9 69 247 200 51 6 1 0 0 0 0 0 589 31-40 447
10:00 0 3 8 21 163 229 55 10 2 0 0 0 0 0 491 31-40 392
11:00 0 4 6 44 233 188 57 13 0 0 0 0 0 0 545 31-40 421
12 PM 0 3 12 85 236 219 49 15 1 0 0 0 0 0 620 31-40 455 13:00 3 1 13 85 202 194 63 16 2 0 0 0 0 0 579 31-40 396 14:00 1 4 16 95 220 228 60 19 2 1 0 0 0 0 646 31-40 448 15:00 1 3 22 103 332 226 82 16 2 0 0 0 1 0 788 31-40 558 16:00 2 8 26 132 315 232 68 16 2 1 0 0 0 0 802 31-40 547 17:00 1 8 22 99 383 301 86 12 4 0 0 0 0 0 916 31-40 684 18:00 0 2 13 77 301 264 103 13 1 0 1 0 0 0 775 31-40 565 19:00 3 3 6 48 198 202 85 17 3 1 0 0 0 0 566 31-40 400
20:00 3 5 7 37 155 165 52 14 5 2 0 0 0 0 445 31-40 320
21:00 0 1 5 34 102 127 49 12 4 2 1 0 0 0 337 31-40 229
22:00 1 0 3 12 43 75 40 15 5 4 0 0 0 0 198 31-40 118
23:00 0 1 2 3 16 27 31 18 0 0 1 0 0 2 101 36-45 58
Total 21 55 194 1084 3662 3367 1125 267 58 13 5 0 3 3 9857 Percent 0.2% 0.6% 2.0% 11.0% 37.2% 34.2% 11.4% 2.7% 0.6% 0.1% 0.1% 0.0% 0.0% 0.0% AM Peak 09:00 11:00 08:00 08:00 08:00 10:00 07:00 07:00 06:00 02:00 01:00 05:00 05:00 08:00 Vol. 3 4 15 90 258 229 58 13 6 1 1 1 1 648
PM Peak 13:00 16:00 16:00 16:00 17:00 17:00 18:00 14:00 20:00 22:00 18:00 15:00 23:00 17:00 Vol. 3 8 26 132 383 301 103 19 5 4 1 1 2 916
Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 1 0 0 4 14 14 16 4 5 1 0 0 0 0 59 36-45 30
01:00 0 0 2 1 5 8 6 3 0 1 0 0 0 0 26 34-43 14
02:00 0 1 0 6 4 6 4 4 1 1 1 0 0 0 28 26-35 10
03:00 0 1 1 0 2 6 2 1 0 1 0 0 0 0 14 36-45 8
04:00 0 1 1 0 4 4 1 2 0 1 0 0 0 0 14 31-40 8
05:00 0 3 0 2 24 31 17 7 0 0 0 0 0 0 84 31-40 55
06:00 2 3 2 6 50 73 33 10 4 0 0 0 1 1 185 31-40 123
07:00 19 29 25 74 99 96 36 13 3 1 0 0 0 0 395 31-40 195 08:00 114 125 150 119 100 34 12 0 0 0 0 0 0 0 654 16-25 275 09:00 115 100 95 136 120 37 9 0 0 0 0 0 0 0 612 26-35 256 10:00 45 65 125 170 129 43 7 0 0 0 0 0 0 0 584 26-35 299 11:00 51 72 96 172 150 45 12 1 1 0 0 0 0 0 600 26-35 322 12 PM 4 16 28 90 222 207 63 7 3 0 0 0 0 0 640 31-40 429 13:00 3 3 21 78 224 248 68 12 3 0 1 0 0 0 661 31-40 472 14:00 1 0 18 101 251 201 72 19 2 0 0 0 0 0 665 31-40 452 15:00 3 8 34 102 391 225 73 8 0 0 0 0 0 0 844 31-40 616 16:00 2 5 28 163 402 275 67 8 0 0 0 0 0 0 950 31-40 677 17:00 7 27 49 252 413 269 44 13 1 1 0 0 0 0 1076 31-40 682 18:00 4 3 29 115 271 291 82 23 6 0 0 0 0 0 824 31-40 562 19:00 3 0 5 83 232 240 75 20 3 0 0 0 0 0 661 31-40 472
20:00 2 1 1 25 194 219 81 15 5 1 1 0 0 0 545 31-40 413
21:00 0 0 4 24 98 114 60 18 6 2 0 0 0 0 326 31-40 212
22:00 1 3 1 3 45 81 67 14 2 1 0 0 1 0 219 36-45 148
23:00 0 0 1 8 21 48 27 13 4 0 0 0 0 0 122 36-45 75
Total 377 466 716 1734 3465 2815 934 215 49 11 3 0 2 1 10788 Percent 3.5% 4.3% 6.6% 16.1% 32.1% 26.1% 8.7% 2.0% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 08:00 11:00 11:00 07:00 07:00 07:00 00:00 00:00 02:00 06:00 06:00 08:00 Vol. 115 125 150 172 150 96 36 13 5 1 1 1 1 654
PM Peak 17:00 17:00 17:00 17:00 17:00 18:00 18:00 18:00 18:00 21:00 13:00 22:00 17:00 Vol. 7 27 49 252 413 291 82 23 6 2 1 1 1076
Total 419 586 1133 3946 10672 9635 3266 731 180 37 14 0 5 4 30628 Percent 1.4% 1.9% 3.7% 12.9% 34.8% 31.5% 10.7% 2.4% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 28 MPH
50th Percentile : 34 MPH
85th Percentile : 39 MPH
95th Percentile : 44 MPH

Stats 10 MPH Pace Speed : 31-40 MPH
Number in Pace : 20307
Percent in Pace : 66.3%
Number of Vehicles > 35 MPH : 13872
Percent of Vehicles > 35 MPH : 45.3%
Mean Speed(Average) : 35 MPH
Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 1 1 2 6 14 13 4 0 0 0 1 0 0 42 36-45 27
01:00 0 0 1 1 5 9 3 1 1 0 0 0 0 0 21 31-40 14
02:00 0 1 0 0 3 5 5 0 0 0 0 0 0 0 14 35-44 10
03:00 1 0 2 0 5 2 4 1 0 0 1 0 0 0 16 31-40 7
04:00 0 0 2 2 5 7 7 3 1 1 0 0 0 0 28 35-44 14
05:00 1 0 1 7 34 35 14 5 0 0 0 0 0 0 97 31-40 69
06:00 0 0 0 16 79 94 37 7 2 0 0 0 0 0 235 31-40 173
07:00 0 1 6 53 155 231 103 15 1 0 0 0 0 0 565 31-40 386 08:00 0 8 47 178 271 241 97 15 3 0 0 0 0 0 860 31-40 512 09:00 1 10 46 126 324 264 59 18 3 0 0 0 0 0 851 31-40 588 10:00 0 1 9 77 241 217 79 5 2 0 0 0 0 0 631 31-40 458
11:00 0 1 4 51 262 237 86 18 3 0 0 0 0 0 662 31-40 499
12 PM 1 2 18 100 286 217 73 10 3 0 0 0 0 0 710 31-40 503 13:00 1 3 10 70 226 224 97 18 0 1 0 0 0 0 650 31-40 450 14:00 0 3 23 99 263 218 67 14 1 0 0 0 0 0 688 31-40 481 15:00 0 1 13 77 251 298 87 8 3 0 0 0 0 0 738 31-40 549
16:00 1 2 21 88 284 244 71 20 1 1 0 0 0 0 733 31-40 528 17:00 7 21 63 171 325 227 74 8 1 0 0 0 0 0 897 31-40 552 18:00 1 2 14 88 278 250 71 11 4 0 0 0 0 0 719 31-40 528 19:00 0 2 9 80 215 182 60 13 4 0 0 0 0 0 565 31-40 397
20:00 0 2 15 51 160 149 51 9 3 0 0 0 0 0 440 31-40 309
21:00 0 0 1 13 77 106 40 8 2 2 0 0 0 0 249 31-40 183
22:00 0 0 1 3 35 49 27 3 0 0 0 0 0 0 118 31-40 84
23:00 0 0 2 8 15 28 14 3 0 0 0 0 0 0 70 31-40 43
Total 14 61 309 1361 3805 3548 1239 217 38 5 1 1 0 0 10599 Percent 0.1% 0.6% 2.9% 12.8% 35.9% 33.5% 11.7% 2.0% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 03:00 09:00 08:00 08:00 09:00 09:00 07:00 09:00 08:00 04:00 03:00 00:00 08:00 Vol. 1 10 47 178 324 264 103 18 3 1 1 1 860
PM Peak 17:00 17:00 17:00 17:00 17:00 15:00 13:00 16:00 18:00 21:00 17:00 Vol. 7 21 63 171 325 298 97 20 4 2 897
Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 1 0 0 2 7 14 9 0 1 0 0 1 0 0 35 35-44 23
01:00 0 0 0 0 11 4 3 4 0 0 0 0 0 0 22 31-40 15
02:00 0 0 0 0 6 4 7 1 0 0 0 0 0 0 18 34-43 11
03:00 0 0 0 0 1 4 6 0 0 0 0 0 0 0 11 36-45 10
04:00 0 0 0 1 3 8 13 4 1 0 0 0 0 0 30 36-45 21
05:00 0 0 2 8 36 23 16 5 2 0 0 0 0 0 92 31-40 59
06:00 0 0 2 17 74 85 42 10 1 0 0 0 0 0 231 31-40 159
07:00 0 1 20 63 193 182 83 13 2 2 0 0 0 0 559 31-40 375 08:00 1 3 7 121 261 242 73 10 2 0 0 0 0 0 720 31-40 503 09:00 0 7 20 111 256 233 68 6 1 0 0 0 0 0 702 31-40 489 10:00 0 1 5 87 212 195 77 18 4 1 1 0 0 0 601 31-40 407
11:00 0 0 17 49 208 211 78 14 4 0 0 0 0 0 581 31-40 419 12 PM 1 5 17 112 256 222 63 10 1 0 0 0 0 0 687 31-40 478 13:00 1 0 7 81 198 236 69 12 1 1 0 0 0 0 606 31-40 434
14:00 2 3 20 56 208 233 95 26 1 0 0 0 0 0 644 31-40 441 15:00 0 2 7 70 257 255 84 14 1 0 0 0 0 0 690 31-40 512
16:00 1 5 25 93 257 239 80 20 0 0 0 0 0 0 720 31-40 496 17:00 1 10 25 119 313 227 91 11 5 0 0 0 0 0 802 31-40 540 18:00 1 2 12 74 219 261 104 15 2 0 0 0 0 0 690 31-40 480 19:00 1 1 16 47 162 210 69 17 8 1 0 1 0 0 533 31-40 372 20:00 0 1 7 34 156 156 69 16 4 0 0 0 0 0 443 31-40 312
21:00 0 0 1 22 93 120 49 15 2 2 0 0 0 0 304 31-40 213
22:00 1 0 0 11 44 51 26 5 1 0 0 0 0 0 139 31-40 95
23:00 2 1 2 4 19 30 20 6 0 2 0 0 0 0 86 36-45 50
Total 13 42 212 1182 3450 3445 1294 252 44 9 1 2 0 0 9946 Percent 0.1% 0.4% 2.1% 11.9% 34.7% 34.6% 13.0% 2.5% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 00:00 09:00 07:00 08:00 08:00 08:00 07:00 10:00 10:00 07:00 10:00 00:00 08:00 Vol. 1 7 20 121 261 242 83 18 4 2 1 1 720
PM Peak 14:00 17:00 16:00 17:00 17:00 18:00 18:00 14:00 19:00 21:00 19:00 17:00 Vol. 2 10 25 119 313 261 104 26 8 2 1 802
Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 0 0 0 4 9 18 7 5 3 0 0 0 0 0 46 31-40 27
01:00 1 0 0 3 2 3 4 1 0 0 0 0 0 0 14 35-44 7
02:00 1 0 0 2 4 3 3 3 0 2 1 0 0 0 19 29-38 7
03:00 0 0 1 0 1 6 3 0 1 0 0 0 0 0 12 35-44 9
04:00 0 0 1 0 6 7 7 6 1 0 0 0 0 0 28 34-43 14
05:00 0 0 1 9 27 27 13 3 0 0 0 0 1 0 81 31-40 54
06:00 0 1 1 19 62 84 39 8 0 1 0 0 0 0 215 31-40 146
07:00 0 3 10 76 205 187 94 22 3 3 0 0 0 0 603 31-40 392 08:00 9 11 33 134 338 213 60 8 3 0 1 0 0 0 810 31-40 551 09:00 7 11 35 164 354 238 32 13 1 0 0 0 0 0 855 31-40 592 10:00 7 2 11 101 228 246 76 9 1 0 0 0 0 0 681 31-40 474 11:00 0 1 11 73 237 257 44 11 1 0 0 0 0 0 635 31-40 494 12 PM 0 0 14 75 255 240 78 15 1 1 0 0 0 0 679 31-40 495 13:00 0 1 20 68 196 255 85 14 6 0 0 0 0 0 645 31-40 451 14:00 0 0 20 120 257 199 65 15 1 1 0 0 0 0 678 31-40 456 15:00 1 1 21 100 278 238 65 13 0 0 1 0 0 0 718 31-40 516 16:00 0 2 13 105 283 307 80 18 0 0 0 0 0 0 808 31-40 590 17:00 14 16 53 180 300 254 65 9 0 0 0 0 0 0 891 31-40 554 18:00 3 8 21 85 247 251 70 10 4 1 0 0 0 0 700 31-40 498 19:00 2 1 14 87 192 187 51 9 1 0 0 0 0 0 544 31-40 379
20:00 0 0 3 30 130 162 81 13 0 0 0 0 0 0 419 31-40 292
21:00 0 1 1 27 91 117 48 10 0 1 1 0 0 0 297 31-40 208
22:00 0 0 1 8 38 73 33 11 1 1 0 0 0 0 166 31-40 111
23:00 0 0 3 4 15 36 26 4 3 0 0 1 0 0 92 36-45 62
Total 45 59 288 1474 3755 3608 1129 230 31 11 4 1 1 0 10636 Percent 0.4% 0.6% 2.7% 13.9% 35.3% 33.9% 10.6% 2.2% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 08:00 09:00 09:00 09:00 11:00 07:00 07:00 00:00 07:00 02:00 05:00 09:00 Vol. 9 11 35 164 354 257 94 22 3 3 1 1 855
PM Peak 17:00 17:00 17:00 17:00 17:00 16:00 13:00 16:00 13:00 12:00 15:00 23:00 17:00 Vol. 14 16 53 180 300 307 85 18 6 1 1 1 891
Total 72 162 809 4017 11010 10601 3662 699 113 25 6 4 1 0 31181 Percent 0.2% 0.5% 2.6% 12.9% 35.3% 34.0% 11.7% 2.2% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 29 MPH
50th Percentile : 34 MPH
85th Percentile : 39 MPH
95th Percentile : 44 MPH

Stats 10 MPH Pace Speed : 31-40 MPH
Number in Pace : 21611
Percent in Pace : 69.3%
Number of Vehicles > 35 MPH : 15111
Percent of Vehicles > 35 MPH : 48.5%
Mean Speed(Average) : 35 MPH
Attachment 2

Site Code: 4
HOMESTEAD RD W.O SWALLOW DR

All Traffic Data Services, LLC
www.alltrafficdata.net

Start 31-May-22 01-Jun-22 02-Jun-22 03-Jun-22 04-Jun-22 05-Jun-22 06-Jun-22 Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB
12:00 AM 40 42 48 35 59 46 * * * * * * * * 49 41
01:00 16 21 27 22 26 14 * * * * * * * * 23 19
02:00 14 14 24 18 28 19 * * * * * * * * 22 17
03:00 12 16 12 11 14 12 * * * * * * * * 13 13
04:00 18 28 17 30 14 28 * * * * * * * * 16 29
05:00 82 97 87 92 84 81 * * * * * * * * 84 90
06:00 181 235 187 231 185 215 * * * * * * * * 184 227
07:00 410 565 409 559 395 603 * * * * * * * * 405 576
08:00 637 860 648 720 654 810 * * * * * * * * 646 797
09:00 567 851 589 702 612 855 * * * * * * * * 589 803
10:00 542 631 491 601 584 681 * * * * * * * * 539 638
11:00 505 662 545 581 600 635 * * * * * * * * 550 626
12:00 PM 588 710 620 687 640 679 * * * * * * * * 616 692 01:00 639 650 579 606 661 645 * * * * * * * * 626 634
02:00 698 688 646 644 665 678 * * * * * * * * 670 670
03:00 763 738 788 690 844 718 * * * * * * * * 798 715
04:00 834 733 802 720 950 808 * * * * * * * * 862 754
05:00 952 897 916 802 1076 891 * * * * * * * * 981 863
06:00 779 719 775 690 824 700 * * * * * * * * 793 703
07:00 631 565 566 533 661 544 * * * * * * * * 619 547
08:00 487 440 445 443 545 419 * * * * * * * * 492 434
09:00 297 249 337 304 326 297 * * * * * * * * 320 283
10:00 187 118 198 139 219 166 * * * * * * * * 201 141
11:00 104 70 101 86 122 92 * * * * * * * * 109 83
Total 9983 10599 9857 9946 10788 10636 0 0 0 0 0 0 0 0 10207 10395 Day 20582 19803 21424 0 0 0 0 20602
AM Peak 08:00 08:00 08:00 08:00 08:00 09:00 - - - - - - - - 08:00 09:00 Vol. 637 860 648 720 654 855 - - - - - - - - 646 803
PM Peak 17:00 17:00 17:00 17:00 17:00 17:00 - - - - - - - - 17:00 17:00 Vol. 952 897 916 802 1076 891 - - - - - - - - 981 863

Comb.

Total 20582 19803 21424 0 0 0 0 20602

ADT ADT 20,603 AADT 20,603
Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 0 26 1 0 0 0 0 0 0 0 0 0 0 27
01:00 0 12 0 0 0 0 0 0 0 0 0 0 0 12
02:00 0 8 0 0 0 0 0 0 0 0 0 0 0 8
03:00 0 3 0 0 0 0 0 0 0 0 0 0 0 3
04:00 0 9 3 0 1 0 0 0 1 0 0 0 0 14
05:00 0 34 11 0 0 0 0 0 0 0 0 0 0 45
06:00 1 56 7 1 1 2 0 0 0 0 0 0 0 68
07:00 0 380 9 2 1 0 0 0 1 0 0 0 0 393
08:00 0 415 26 0 2 0 1 0 0 0 0 0 0 444
09:00 1 301 22 2 5 0 0 0 0 0 0 0 0 331
10:00 2 281 25 0 4 0 0 0 0 0 0 0 0 312
11:00 2 361 28 1 4 0 0 0 0 0 0 0 0 396
12 PM 2 455 22 0 5 1 0 0 0 0 0 0 0 485
13:00 1 396 30 0 4 1 0 0 0 0 0 0 0 432
14:00 3 382 21 2 4 0 0 0 0 0 0 0 0 412
15:00 4 488 23 0 1 0 0 0 0 0 0 0 0 516
16:00 2 500 27 4 4 0 0 0 0 0 0 0 0 537
17:00 0 592 17 1 2 0 0 0 0 0 0 0 0 612
18:00 3 475 16 0 2 0 0 0 0 0 0 0 0 496
19:00 1 361 10 2 1 0 0 0 0 0 0 0 0 375
20:00 1 231 9 0 1 0 0 0 0 0 0 0 0 242
21:00 0 174 4 1 1 0 0 0 0 0 0 0 0 180
22:00 3 107 4 0 0 0 0 0 0 0 0 0 0 114
23:00 0 48 2 0 0 0 0 0 0 0 0 0 0 50
Day
Total 26 6095 317 16 43 4 1 0 2 0 0 0 0 6504
Percent 0.4% 93.7% 4.9% 0.2% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 08:00 11:00 07:00 09:00 06:00 08:00 04:00 08:00 Vol. 2 415 28 2 5 2 1 1 444
PM Peak 15:00 17:00 13:00 16:00 12:00 12:00 17:00 Vol. 4 592 30 4 5 1 612
Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 1 25 2 0 0 0 0 0 0 0 0 0 0 28
01:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
02:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
03:00 0 3 0 0 1 0 0 0 0 0 0 0 0 4
04:00 0 13 1 0 0 0 0 0 0 0 0 0 0 14
05:00 0 29 6 0 1 2 0 0 0 0 0 0 0 38
06:00 1 62 7 1 1 1 0 0 0 0 0 0 0 73
07:00 0 333 18 3 1 1 0 0 0 0 0 0 0 356
08:00 0 405 30 3 3 0 0 0 0 0 0 0 0 441
09:00 3 295 17 2 5 1 0 0 0 0 0 0 0 323
10:00 0 320 23 0 3 0 0 0 0 0 0 0 0 346
11:00 0 373 22 2 0 0 0 0 0 0 0 0 0 397
12 PM 3 460 34 0 5 0 0 0 0 0 0 0 0 502
13:00 1 333 30 0 3 0 0 0 2 0 0 0 0 369
14:00 1 499 32 2 4 0 0 0 0 0 0 0 0 538
15:00 2 486 34 2 3 0 1 0 0 0 0 0 0 528
16:00 5 442 24 1 2 0 0 0 0 0 0 0 0 474
17:00 3 582 17 2 3 0 0 0 0 0 0 0 0 607
18:00 2 480 16 1 1 0 0 0 0 0 0 0 0 500
19:00 1 353 9 1 0 0 0 0 0 0 0 0 0 364
20:00 0 281 12 0 1 0 0 0 0 0 0 0 0 294
21:00 0 232 8 0 0 0 0 0 0 0 0 0 0 240
22:00 2 126 5 1 0 0 0 0 0 0 0 0 0 134
23:00 0 67 2 0 0 0 0 0 0 0 0 0 0 69
Day
Total 25 6210 349 21 37 5 1 0 2 0 0 0 0 6650
Percent 0.4% 93.4% 5.2% 0.3% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 08:00 07:00 09:00 05:00 08:00 Vol. 3 405 30 3 5 2 441
PM Peak 16:00 17:00 12:00 14:00 12:00 15:00 13:00 17:00 Vol. 5 582 34 2 5 1 2 607
Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 0 32 5 0 0 0 0 0 0 0 0 0 0 37
01:00 0 15 0 1 0 0 0 0 0 0 0 0 0 16
02:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
03:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
04:00 0 12 2 0 0 0 0 0 0 0 0 0 0 14
05:00 0 26 8 1 0 1 0 0 1 0 0 0 0 37
06:00 0 69 9 0 0 1 0 0 0 0 0 0 0 79
07:00 6 381 13 3 1 5 1 0 0 0 0 0 1 411
08:00 3 454 26 3 2 1 0 0 0 0 0 0 0 489
09:00 0 317 26 3 6 1 0 0 0 0 0 0 0 353
10:00 1 340 19 1 3 1 1 0 1 0 0 0 0 367
11:00 2 349 32 0 4 0 0 0 0 0 0 0 0 387
12 PM 2 390 29 2 1 0 0 0 0 0 0 0 0 424
13:00 2 356 28 1 2 0 0 0 0 0 0 0 0 389
14:00 1 483 23 0 4 0 0 0 0 0 0 0 0 511
15:00 3 618 29 3 6 0 1 0 0 0 0 0 0 660
16:00 2 622 26 2 3 0 0 0 0 0 0 0 0 655
17:00 1 577 27 3 1 0 1 0 0 0 0 0 0 610
18:00 3 485 17 1 2 0 0 0 0 0 0 0 0 508
19:00 0 387 8 1 0 0 0 0 0 0 0 0 0 396
20:00 1 294 9 1 2 0 0 0 0 0 0 0 0 307
21:00 0 245 9 1 2 0 0 0 0 0 0 0 0 257
22:00 1 153 3 4 0 2 0 0 0 0 0 0 0 163
23:00 0 82 3 2 1 0 0 0 0 0 0 0 0 88
Day
Total 28 6697 351 33 40 12 4 0 2 0 0 0 1 7168
Percent 0.4% 93.4% 4.9% 0.5% 0.6% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 08:00 11:00 07:00 09:00 07:00 07:00 05:00 07:00 08:00 Vol. 6 454 32 3 6 5 1 1 1 489
PM Peak 15:00 16:00 12:00 22:00 15:00 22:00 15:00 15:00 Vol. 3 622 29 4 6 2 1 660

Grand
Total 79 19002 1017 70 120 21 6 0 6 0 0 0 1 20322
Percent 0.4% 93.5% 5.0% 0.3% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 1 16 2 0 1 0 0 0 0 0 0 0 0 20
01:00 0 11 2 0 0 0 0 0 0 0 0 0 0 13
02:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
03:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
04:00 0 20 4 0 0 0 0 0 0 0 0 0 0 24
05:00 3 67 9 0 1 0 0 0 0 0 0 0 0 80
06:00 4 136 11 1 4 1 1 0 0 0 0 0 0 158
07:00 12 474 29 2 3 0 1 2 1 0 0 0 1 525
08:00 16 504 21 2 4 3 4 3 0 1 0 0 0 558
09:00 7 318 29 1 2 1 0 2 0 0 0 0 0 360
10:00 14 294 16 0 4 0 0 0 0 0 0 0 0 328
11:00 9 318 22 0 7 0 1 1 1 0 0 0 0 359
12 PM 27 419 19 0 3 1 5 2 0 0 0 0 0 476
13:00 12 411 24 2 5 1 9 0 0 0 0 0 3 467
14:00 16 433 25 1 1 1 4 2 1 0 0 0 1 485
15:00 11 349 20 2 5 1 2 0 0 0 0 0 3 393
16:00 12 335 23 3 3 0 1 1 0 0 1 0 0 379
17:00 13 420 12 2 2 0 2 0 0 0 0 0 0 451
18:00 11 342 16 1 1 0 5 1 0 0 0 0 0 377
19:00 8 281 8 1 1 1 1 0 0 0 0 0 0 301
20:00 2 217 12 0 2 0 0 0 0 0 0 0 0 233
21:00 2 148 7 0 0 0 0 0 0 0 0 0 0 157
22:00 5 83 5 0 0 0 1 0 0 0 0 0 0 94
23:00 1 34 3 0 0 0 0 0 0 0 0 0 0 38
Day
Total 186 5643 319 18 49 10 37 14 3 1 1 0 8 6289
Percent 3.0% 89.7% 5.1% 0.3% 0.8% 0.2% 0.6% 0.2% 0.0% 0.0% 0.0% 0.0% 0.1% AM Peak 08:00 08:00 07:00 07:00 11:00 08:00 08:00 08:00 07:00 08:00 07:00 08:00 Vol. 16 504 29 2 7 3 4 3 1 1 1 558
PM Peak 12:00 14:00 14:00 16:00 13:00 12:00 13:00 12:00 14:00 16:00 13:00 14:00 Vol. 27 433 25 3 5 1 9 2 1 1 3 485
Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 10 0 0 0 0 0 0 0 0 0 0 0 10
01:00 0 8 0 0 0 0 0 0 0 0 0 0 0 8
02:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3
03:00 0 7 1 0 1 0 0 0 0 0 0 0 0 9
04:00 0 19 1 0 0 1 0 0 0 0 0 0 0 21
05:00 1 54 6 0 2 0 0 0 0 0 0 0 0 63
06:00 4 136 20 0 4 0 0 0 1 0 0 0 0 165
07:00 15 402 36 3 0 1 1 1 1 0 0 0 1 461
08:00 18 455 26 3 2 1 8 6 0 0 0 0 0 519
09:00 18 462 28 2 6 1 2 0 0 0 0 0 0 519
10:00 9 346 23 1 6 1 1 1 0 0 0 0 0 388
11:00 9 321 30 1 3 0 0 1 1 0 0 0 0 366
12 PM 23 467 32 0 4 1 8 2 0 0 0 0 1 538
13:00 13 379 18 1 2 0 5 0 0 1 0 0 0 419
14:00 12 433 21 0 3 1 3 0 0 0 1 0 0 474
15:00 11 377 23 0 4 0 2 0 0 0 0 0 0 417
16:00 11 283 27 4 1 1 2 1 0 0 0 0 1 331
17:00 12 408 9 0 2 0 3 1 0 0 0 0 0 435
18:00 8 326 10 0 3 1 0 1 0 0 0 0 0 349
19:00 8 296 10 1 1 0 1 0 0 0 0 0 0 317
20:00 4 236 10 0 0 0 0 1 0 0 0 0 1 252
21:00 2 171 1 0 1 0 0 0 0 0 0 0 0 175
22:00 1 113 10 0 0 0 0 0 0 0 0 0 0 124
23:00 2 58 3 0 0 0 0 0 0 0 0 0 0 63
Day
Total 181 5769 346 16 45 9 36 15 3 1 1 0 4 6426
Percent 2.8% 89.8% 5.4% 0.2% 0.7% 0.1% 0.6% 0.2% 0.0% 0.0% 0.0% 0.0% 0.1% AM Peak 08:00 09:00 07:00 07:00 09:00 04:00 08:00 08:00 06:00 07:00 08:00 Vol. 18 462 36 3 6 1 8 6 1 1 519
PM Peak 12:00 12:00 12:00 16:00 12:00 12:00 12:00 12:00 13:00 14:00 12:00 12:00 Vol. 23 467 32 4 4 1 8 2 1 1 1 538
Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 1 27 5 0 0 0 0 0 1 0 0 0 0 34
01:00 0 8 1 0 0 0 0 0 0 0 0 0 0 9
02:00 0 5 2 0 0 0 0 0 0 0 0 0 0 7
03:00 0 7 1 0 0 0 0 0 0 0 0 0 0 8
04:00 0 20 1 0 0 0 0 0 0 0 0 0 0 21
05:00 4 76 8 0 1 0 0 0 0 0 0 0 0 89
06:00 5 123 17 1 3 0 0 0 1 0 0 0 0 150
07:00 18 426 36 1 1 0 5 5 0 0 0 0 0 492
08:00 15 563 31 1 5 0 4 2 0 0 0 0 1 622
09:00 12 328 22 2 2 2 0 3 0 0 0 0 0 371
10:00 30 460 37 0 7 0 9 3 2 0 0 0 0 548
11:00 11 348 25 0 5 0 3 0 0 0 0 0 1 393
12 PM 14 335 32 0 10 1 1 1 0 0 0 0 0 394
13:00 11 353 14 2 3 0 2 0 0 0 0 0 0 385
14:00 5 429 27 2 4 1 2 3 0 0 0 0 0 473
15:00 6 387 20 0 3 0 4 3 0 0 0 0 0 423
16:00 15 376 23 0 4 0 2 1 0 1 0 0 0 422
17:00 18 399 12 3 0 0 3 1 0 0 0 0 0 436
18:00 8 309 15 1 0 0 1 0 0 0 0 0 0 334
19:00 12 505 13 0 0 0 2 1 0 0 0 0 1 534
20:00 4 283 16 0 2 0 1 0 0 0 0 0 0 306
21:00 0 198 9 0 1 0 1 0 0 0 0 0 0 209
22:00 0 121 8 0 0 0 0 0 0 0 0 0 0 129
23:00 1 69 13 1 0 0 0 0 0 0 0 0 0 84
Day
Total 190 6155 388 14 51 4 40 23 4 1 0 0 3 6873
Percent 2.8% 89.6% 5.6% 0.2% 0.7% 0.1% 0.6% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 08:00 10:00 09:00 10:00 09:00 10:00 07:00 10:00 08:00 08:00 Vol. 30 563 37 2 7 2 9 5 2 1 622
PM Peak 17:00 19:00 12:00 17:00 12:00 12:00 15:00 14:00 16:00 19:00 19:00 Vol. 18 505 32 3 10 1 4 3 1 1 534

Grand
Total 557 17567 1053 48 145 23 113 52 10 3 2 0 15 19588 Percent 2.8% 89.7% 5.4% 0.2% 0.7% 0.1% 0.6% 0.3% 0.1% 0.0% 0.0% 0.0% 0.1% Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 0 0 1 9 11 5 0 1 0 0 0 0 0 27 31-40 20
01:00 0 0 0 1 6 4 0 0 0 0 0 1 0 0 12 31-40 10
02:00 0 0 0 0 1 4 2 1 0 0 0 0 0 0 8 36-45 6
03:00 0 0 0 1 0 1 0 1 0 0 0 0 0 0 3 19-28 1
04:00 0 0 0 0 3 2 7 0 1 1 0 0 0 0 14 36-45 9
05:00 0 0 0 1 7 20 13 2 2 0 0 0 0 0 45 36-45 33
06:00 0 0 1 3 11 33 18 2 0 0 0 0 0 0 68 36-45 51
07:00 49 63 68 66 74 51 16 6 0 0 0 0 0 0 393 26-35 140
08:00 8 45 40 92 145 101 12 1 0 0 0 0 0 0 444 31-40 246 09:00 2 5 20 65 146 81 10 2 0 0 0 0 0 0 331 31-40 227
10:00 0 1 2 28 157 102 20 2 0 0 0 0 0 0 312 31-40 259
11:00 3 3 11 53 163 132 29 2 0 0 0 0 0 0 396 31-40 295
12 PM 2 12 38 92 205 112 20 3 1 0 0 0 0 0 485 31-40 317 13:00 2 11 25 92 174 101 21 6 0 0 0 0 0 0 432 31-40 275 14:00 2 6 36 96 151 92 25 3 1 0 0 0 0 0 412 26-35 247
15:00 23 25 50 140 198 65 12 3 0 0 0 0 0 0 516 26-35 338 16:00 0 0 17 83 202 203 29 3 0 0 0 0 0 0 537 31-40 405
17:00 5 13 50 140 255 141 8 0 0 0 0 0 0 0 612 31-40 396 18:00 6 12 19 95 199 138 17 9 0 1 0 0 0 0 496 31-40 337 19:00 3 3 14 92 142 95 22 4 0 0 0 0 0 0 375 31-40 237
20:00 0 2 9 53 104 63 8 3 0 0 0 0 0 0 242 31-40 167
21:00 0 0 2 28 67 63 19 1 0 0 0 0 0 0 180 31-40 130
22:00 1 0 0 9 47 41 13 3 0 0 0 0 0 0 114 31-40 88
23:00 0 1 0 0 17 22 5 2 2 1 0 0 0 0 50 31-40 39
Total 106 202 402 1231 2483 1678 331 59 8 3 0 1 0 0 6504 Percent 1.6% 3.1% 6.2% 18.9% 38.2% 25.8% 5.1% 0.9% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 08:00 11:00 11:00 11:00 07:00 05:00 04:00 01:00 08:00 Vol. 49 63 68 92 163 132 29 6 2 1 1 444
PM Peak 15:00 15:00 15:00 15:00 17:00 16:00 16:00 18:00 23:00 18:00 17:00 Vol. 23 25 50 140 255 203 29 9 2 1 612
Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 1 0 0 2 6 8 8 3 0 0 0 0 0 0 28 35-44 16
01:00 0 0 0 0 1 2 2 0 0 1 0 0 0 0 6 36-45 4
02:00 0 0 0 0 1 3 1 0 0 0 0 0 0 0 5 36-45 4
03:00 0 0 0 0 1 1 1 1 0 0 0 0 0 0 4 29-38 2
04:00 0 0 0 2 6 5 1 0 0 0 0 0 0 0 14 31-40 11
05:00 0 0 0 2 10 14 8 3 1 0 0 0 0 0 38 31-40 24
06:00 0 0 0 4 20 37 9 2 1 0 0 0 0 0 73 31-40 57
07:00 14 41 60 78 90 55 13 5 0 0 0 0 0 0 356 26-35 168
08:00 6 21 37 76 184 104 12 0 1 0 0 0 0 0 441 31-40 288 09:00 4 19 34 67 142 42 15 0 0 0 0 0 0 0 323 26-35 209
10:00 0 2 11 55 134 110 30 2 2 0 0 0 0 0 346 31-40 244
11:00 2 0 9 54 182 113 34 2 1 0 0 0 0 0 397 31-40 295
12 PM 4 12 37 103 207 115 21 2 1 0 0 0 0 0 502 31-40 322 13:00 0 1 26 88 150 80 20 4 0 0 0 0 0 0 369 26-35 238
14:00 9 24 66 131 209 82 14 3 0 0 0 0 0 0 538 26-35 340 15:00 12 29 61 159 196 59 12 0 0 0 0 0 0 0 528 26-35 355 16:00 3 6 14 69 187 161 30 4 0 0 0 0 0 0 474 31-40 348
17:00 1 4 20 113 278 165 21 4 1 0 0 0 0 0 607 31-40 443 18:00 3 3 17 106 217 121 28 5 0 0 0 0 0 0 500 31-40 338 19:00 0 2 17 79 176 70 14 1 2 3 0 0 0 0 364 26-35 255
20:00 0 0 7 57 134 79 15 1 1 0 0 0 0 0 294 31-40 213
21:00 0 0 4 50 118 59 9 0 0 0 0 0 0 0 240 31-40 177
22:00 0 0 0 10 44 60 13 6 1 0 0 0 0 0 134 31-40 104
23:00 0 0 0 6 19 25 15 4 0 0 0 0 0 0 69 31-40 44
Total 59 164 420 1311 2712 1570 346 52 12 4 0 0 0 0 6650 Percent 0.9% 2.5% 6.3% 19.7% 40.8% 23.6% 5.2% 0.8% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 07:00 08:00 11:00 11:00 07:00 10:00 01:00 08:00 Vol. 14 41 60 78 184 113 34 5 2 1 441
PM Peak 15:00 15:00 14:00 15:00 17:00 17:00 16:00 22:00 19:00 19:00 17:00 Vol. 12 29 66 159 278 165 30 6 2 3 607
Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 0 0 0 3 11 17 5 1 0 0 0 0 0 0 37 31-40 28
01:00 0 0 1 2 2 8 1 1 0 0 1 0 0 0 16 31-40 10
02:00 0 0 0 0 1 1 1 1 0 0 0 0 0 0 4 29-38 2
03:00 0 0 0 0 3 0 2 0 1 0 0 0 0 0 6 31-40 3
04:00 0 0 0 2 3 8 1 0 0 0 0 0 0 0 14 31-40 11
05:00 0 0 0 1 14 14 6 2 0 0 0 0 0 0 37 31-40 28
06:00 1 0 0 4 24 29 17 3 1 0 0 0 0 0 79 31-40 53
07:00 54 49 74 75 95 54 8 2 0 0 0 0 0 0 411 26-35 170
08:00 31 62 66 116 124 74 16 0 0 0 0 0 0 0 489 26-35 240 09:00 0 9 19 74 173 68 8 2 0 0 0 0 0 0 353 26-35 247
10:00 4 3 20 77 155 97 11 0 0 0 0 0 0 0 367 31-40 252
11:00 1 5 10 65 176 105 17 7 1 0 0 0 0 0 387 31-40 281
12 PM 3 10 20 82 165 110 27 7 0 0 0 0 0 0 424 31-40 275 13:00 2 1 17 73 182 84 25 3 1 0 1 0 0 0 389 31-40 266
14:00 4 29 67 130 191 76 10 4 0 0 0 0 0 0 511 26-35 321 15:00 18 50 119 208 187 65 12 0 0 0 1 0 0 0 660 26-35 395 16:00 1 14 42 161 289 131 16 1 0 0 0 0 0 0 655 26-35 450 17:00 4 11 35 123 282 133 17 5 0 0 0 0 0 0 610 31-40 415 18:00 1 4 13 71 244 140 33 1 1 0 0 0 0 0 508 31-40 384
19:00 1 14 55 94 146 72 9 4 0 0 0 0 1 0 396 26-35 240
20:00 0 2 11 50 153 70 17 4 0 0 0 0 0 0 307 31-40 223
21:00 0 1 5 65 99 71 12 4 0 0 0 0 0 0 257 31-40 170
22:00 0 0 2 14 77 48 18 4 0 0 0 0 0 0 163 31-40 125
23:00 0 0 2 4 35 34 8 5 0 0 0 0 0 0 88 31-40 69
Total 125 264 578 1494 2831 1509 297 61 5 0 3 0 1 0 7168 Percent 1.7% 3.7% 8.1% 20.8% 39.5% 21.1% 4.1% 0.9% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 08:00 07:00 08:00 11:00 11:00 06:00 11:00 03:00 01:00 08:00 Vol. 54 62 74 116 176 105 17 7 1 1 489
PM Peak 15:00 15:00 15:00 15:00 16:00 18:00 18:00 12:00 13:00 13:00 19:00 15:00 Vol. 18 50 119 208 289 140 33 7 1 1 1 660
Total 290 630 1400 4036 8026 4757 974 172 25 7 3 1 1 0 20322 Percent 1.4% 3.1% 6.9% 19.9% 39.5% 23.4% 4.8% 0.8% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 25 MPH
50th Percentile : 32 MPH
85th Percentile : 38 MPH
95th Percentile : 40 MPH

Stats 10 MPH Pace Speed : 31-40 MPH
Number in Pace : 12783
Percent in Pace : 62.9%
Number of Vehicles > 35 MPH : 5940
Percent of Vehicles > 35 MPH : 29.2%
Mean Speed(Average) : 32 MPH
Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 0 0 2 5 3 5 3 0 1 0 1 0 0 20 29-38 8
01:00 0 0 0 2 2 2 3 3 1 0 0 0 0 0 13 39-48 6
02:00 0 0 0 0 2 2 1 1 0 0 0 0 0 0 6 31-40 4
03:00 0 0 0 0 0 3 2 2 0 0 0 0 0 0 7 35-44 5
04:00 0 0 0 0 2 12 5 3 1 1 0 0 0 0 24 36-45 17
05:00 1 2 0 3 10 21 26 11 5 1 0 0 0 0 80 36-45 47
06:00 3 1 0 3 19 54 55 17 5 1 0 0 0 0 158 36-45 109
07:00 40 33 76 96 129 92 50 8 1 0 0 0 0 0 525 26-35 225 08:00 19 35 35 95 193 138 36 7 0 0 0 0 0 0 558 31-40 331 09:00 6 2 3 35 139 129 43 3 0 0 0 0 0 0 360 31-40 268
10:00 10 4 2 33 113 116 41 7 2 0 0 0 0 0 328 31-40 229
11:00 5 2 4 34 120 129 51 12 1 1 0 0 0 0 359 31-40 249
12 PM 19 11 9 71 181 132 43 5 4 1 0 0 0 0 476 31-40 313 13:00 15 2 8 74 166 155 42 4 0 1 0 0 0 0 467 31-40 321
14:00 15 5 7 69 211 143 32 2 1 0 0 0 0 0 485 31-40 354
15:00 12 10 10 77 139 111 28 4 2 0 0 0 0 0 393 31-40 250 16:00 6 5 1 44 124 131 61 5 0 1 1 0 0 0 379 31-40 255
17:00 9 8 4 38 194 148 45 4 1 0 0 0 0 0 451 31-40 342
18:00 13 3 14 23 112 145 53 9 5 0 0 0 0 0 377 31-40 257 19:00 8 1 3 34 102 104 45 4 0 0 0 0 0 0 301 31-40 206
20:00 1 0 2 17 76 84 42 8 2 1 0 0 0 0 233 31-40 160
21:00 2 1 2 11 34 67 29 9 2 0 0 0 0 0 157 31-40 101
22:00 2 3 0 7 15 28 32 4 2 1 0 0 0 0 94 36-45 60
23:00 1 0 0 2 4 12 13 3 3 0 0 0 0 0 38 36-45 25
Total 187 128 180 770 2092 1961 783 138 38 10 1 1 0 0 6289 Percent 3.0% 2.0% 2.9% 12.2% 33.3% 31.2% 12.5% 2.2% 0.6% 0.2% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 08:00 07:00 07:00 08:00 08:00 06:00 06:00 05:00 00:00 00:00 08:00 Vol. 40 35 76 96 193 138 55 17 5 1 1 558
PM Peak 12:00 12:00 18:00 15:00 14:00 13:00 16:00 18:00 18:00 12:00 16:00 14:00 Vol. 19 11 14 77 211 155 61 9 5 1 1 485
Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 0 0 1 0 2 4 2 0 1 0 0 0 0 0 10 36-45 6
01:00 0 0 0 0 0 5 2 1 0 0 0 0 0 0 8 36-45 7
02:00 0 0 0 0 0 1 2 0 0 0 0 0 0 0 3 35-44 3
03:00 0 0 0 0 3 2 0 3 1 0 0 0 0 0 9 31-40 5
04:00 0 0 0 0 0 10 7 2 1 0 1 0 0 0 21 36-45 17
05:00 1 0 0 1 9 18 23 7 3 1 0 0 0 0 63 36-45 41
06:00 3 1 1 7 23 58 43 19 8 1 1 0 0 0 165 36-45 101
07:00 14 7 18 90 140 113 62 16 1 0 0 0 0 0 461 31-40 253 08:00 11 17 17 85 213 140 32 3 1 0 0 0 0 0 519 31-40 353 09:00 15 14 40 116 189 109 29 7 0 0 0 0 0 0 519 26-35 305 10:00 4 7 1 29 156 142 41 5 3 0 0 0 0 0 388 31-40 298
11:00 8 3 2 43 124 125 54 6 1 0 0 0 0 0 366 31-40 249
12 PM 26 13 23 95 218 120 36 5 2 0 0 0 0 0 538 31-40 338 13:00 12 1 7 34 153 142 61 9 0 0 0 0 0 0 419 31-40 295
14:00 10 3 9 54 203 146 45 4 0 0 0 0 0 0 474 31-40 349
15:00 10 9 15 65 158 115 35 8 1 1 0 0 0 0 417 31-40 273 16:00 11 6 5 31 109 124 33 9 3 0 0 0 0 0 331 31-40 233
17:00 3 9 6 46 125 171 61 12 2 0 0 0 0 0 435 31-40 296
18:00 9 5 0 12 90 151 64 15 2 1 0 0 0 0 349 31-40 241
19:00 5 4 2 31 112 99 49 11 1 2 1 0 0 0 317 31-40 211
20:00 2 4 2 17 80 103 35 6 2 1 0 0 0 0 252 31-40 183
21:00 0 2 4 18 55 68 21 6 0 0 1 0 0 0 175 31-40 123
22:00 1 0 0 5 18 55 39 5 0 0 1 0 0 0 124 36-45 94
23:00 1 2 0 1 13 24 15 7 0 0 0 0 0 0 63 35-44 39
Total 146 107 153 780 2193 2045 791 166 33 7 5 0 0 0 6426 Percent 2.3% 1.7% 2.4% 12.1% 34.1% 31.8% 12.3% 2.6% 0.5% 0.1% 0.1% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 09:00 09:00 08:00 10:00 07:00 06:00 06:00 05:00 04:00 08:00 Vol. 15 17 40 116 213 142 62 19 8 1 1 519
PM Peak 12:00 12:00 12:00 12:00 12:00 17:00 18:00 18:00 16:00 19:00 19:00 12:00 Vol. 26 13 23 95 218 171 64 15 3 2 1 538
Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 2 1 0 3 7 14 6 1 0 0 0 0 0 0 34 31-40 21
01:00 0 0 0 1 0 6 1 1 0 0 0 0 0 0 9 36-45 7
02:00 0 0 0 0 1 4 1 1 0 0 0 0 0 0 7 34-43 5
03:00 0 0 0 0 2 3 2 1 0 0 0 0 0 0 8 36-45 5
04:00 0 0 0 0 4 7 5 3 1 1 0 0 0 0 21 34-43 12
05:00 1 2 0 1 19 26 28 7 4 1 0 0 0 0 89 36-45 54
06:00 3 3 1 6 22 47 38 20 7 2 1 0 0 0 150 36-45 85
07:00 38 23 68 98 110 98 42 10 5 0 0 0 0 0 492 31-40 208 08:00 27 26 62 131 210 132 27 7 0 0 0 0 0 0 622 29-38 342 09:00 4 6 6 36 123 142 40 9 5 0 0 0 0 0 371 31-40 265
10:00 30 15 11 74 211 159 41 6 0 0 1 0 0 0 548 31-40 370 11:00 10 3 14 42 150 128 39 7 0 0 0 0 0 0 393 31-40 278 12 PM 12 6 4 37 144 141 42 5 3 0 0 0 0 0 394 31-40 285
13:00 11 1 3 36 137 143 47 7 0 0 0 0 0 0 385 31-40 280
14:00 6 5 15 80 181 130 45 8 2 1 0 0 0 0 473 31-40 311
15:00 7 7 20 69 178 113 23 4 1 1 0 0 0 0 423 31-40 291
16:00 13 3 10 63 165 134 31 2 1 0 0 0 0 0 422 31-40 299 17:00 12 8 11 35 118 193 51 8 0 0 0 0 0 0 436 31-40 311 18:00 3 7 0 24 80 152 58 9 1 0 0 0 0 0 334 31-40 232
19:00 7 7 8 105 223 145 35 4 0 0 0 0 0 0 534 31-40 368
20:00 2 4 3 25 80 141 42 5 4 0 0 0 0 0 306 31-40 221
21:00 0 0 1 14 75 80 30 7 2 0 0 0 0 0 209 31-40 155
22:00 0 0 0 8 37 52 28 4 0 0 0 0 0 0 129 31-40 89
23:00 0 1 0 4 23 29 23 3 1 0 0 0 0 0 84 36-45 52
Total 188 128 237 892 2300 2219 725 139 37 6 2 0 0 0 6873 Percent 2.7% 1.9% 3.4% 13.0% 33.5% 32.3% 10.5% 2.0% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 08:00 07:00 08:00 10:00 10:00 07:00 06:00 06:00 06:00 06:00 08:00 Vol. 38 26 68 131 211 159 42 20 7 2 1 622
PM Peak 16:00 17:00 15:00 19:00 19:00 17:00 18:00 18:00 20:00 14:00 19:00 Vol. 13 8 20 105 223 193 58 9 4 1 534
Total 521 363 570 2442 6585 6225 2299 443 108 23 8 1 0 0 19588 Percent 2.7% 1.9% 2.9% 12.5% 33.6% 31.8% 11.7% 2.3% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 28 MPH
50th Percentile : 34 MPH
85th Percentile : 39 MPH
95th Percentile : 44 MPH

Stats 10 MPH Pace Speed : 31-40 MPH
Number in Pace : 12810
Percent in Pace : 65.4%
Number of Vehicles > 35 MPH : 9107
Percent of Vehicles > 35 MPH : 46.5%
Mean Speed(Average) : 34 MPH
Attachment 2

Site Code: 5
HOMESTEAD RD W.O WRIGHT AVE

All Traffic Data Services, LLC
www.alltrafficdata.net

Start 31-May-22 01-Jun-22 02-Jun-22 03-Jun-22 04-Jun-22 05-Jun-22 06-Jun-22 Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB
12:00 AM 27 20 28 10 37 34 * * * * * * * * 31 21
01:00 12 13 6 8 16 9 * * * * * * * * 11 10
02:00 8 6 5 3 4 7 * * * * * * * * 6 5
03:00 3 7 4 9 6 8 * * * * * * * * 4 8
04:00 14 24 14 21 14 21 * * * * * * * * 14 22
05:00 45 80 38 63 37 89 * * * * * * * * 40 77
06:00 68 158 73 165 79 150 * * * * * * * * 73 158
07:00 393 525 356 461 411 492 * * * * * * * * 387 493
08:00 444 558 441 519 489 622 * * * * * * * * 458 566
09:00 331 360 323 519 353 371 * * * * * * * * 336 417
10:00 312 328 346 388 367 548 * * * * * * * * 342 421
11:00 396 359 397 366 387 393 * * * * * * * * 393 373
12:00 PM 485 476 502 538 424 394 * * * * * * * * 470 469 01:00 432 467 369 419 389 385 * * * * * * * * 397 424
02:00 412 485 538 474 511 473 * * * * * * * * 487 477
03:00 516 393 528 417 660 423 * * * * * * * * 568 411
04:00 537 379 474 331 655 422 * * * * * * * * 555 377
05:00 612 451 607 435 610 436 * * * * * * * * 610 441
06:00 496 377 500 349 508 334 * * * * * * * * 501 353
07:00 375 301 364 317 396 534 * * * * * * * * 378 384
08:00 242 233 294 252 307 306 * * * * * * * * 281 264
09:00 180 157 240 175 257 209 * * * * * * * * 226 180
10:00 114 94 134 124 163 129 * * * * * * * * 137 116
11:00 50 38 69 63 88 84 * * * * * * * * 69 62
Total 6504 6289 6650 6426 7168 6873 0 0 0 0 0 0 0 0 6774 6529 Day 12793 13076 14041 0 0 0 0 13303
AM Peak 08:00 08:00 08:00 08:00 08:00 08:00 - - - - - - - - 08:00 08:00 Vol. 444 558 441 519 489 622 - - - - - - - - 458 566
PM Peak 17:00 14:00 17:00 12:00 15:00 19:00 - - - - - - - - 17:00 14:00 Vol. 612 485 607 538 660 534 - - - - - - - - 610 477

Comb.

Total 12793 13076 14041 0 0 0 0 13303

ADT ADT 13,303 AADT 13,303
Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 0 34 3 0 0 0 0 0 0 0 0 0 0 37
01:00 0 13 1 0 0 0 0 0 0 0 0 0 0 14
02:00 0 6 2 0 0 0 0 0 0 0 0 0 0 8
03:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
04:00 0 12 5 0 1 0 0 0 0 0 0 0 0 18
05:00 0 34 6 0 2 0 0 0 0 0 0 0 0 42
06:00 0 68 13 1 0 5 0 0 0 0 0 0 0 87
07:00 0 345 24 5 3 0 0 1 0 0 0 0 0 378
08:00 7 466 77 3 1 2 7 3 0 0 0 0 0 566
09:00 2 303 69 4 11 1 1 1 0 0 0 0 0 392
10:00 1 328 58 3 8 0 1 5 0 0 0 0 0 404
11:00 2 385 80 2 11 1 1 2 0 0 0 0 1 485
12 PM 13 594 101 3 10 4 5 7 0 0 0 0 2 739
13:00 8 438 77 1 4 2 2 2 0 0 0 0 0 534
14:00 6 413 71 3 7 1 5 3 0 0 0 0 0 509
15:00 11 571 95 3 1 1 6 3 1 0 0 0 2 694
16:00 9 550 91 4 8 0 4 6 0 1 0 0 0 673
17:00 5 595 81 2 4 1 3 1 0 0 0 0 1 693
18:00 7 520 75 1 4 0 3 3 0 0 0 0 0 613
19:00 8 396 52 1 5 0 2 1 0 0 0 0 0 465
20:00 3 290 28 0 1 0 0 2 0 0 0 0 0 324
21:00 1 206 16 1 1 0 1 0 0 0 0 0 0 226
22:00 3 122 10 1 0 1 0 0 0 0 0 0 0 137
23:00 0 68 3 0 0 0 0 0 0 0 0 0 0 71
Day
Total 86 6761 1038 38 82 19 41 40 1 1 0 0 6 8113
Percent 1.1% 83.3% 12.8% 0.5% 1.0% 0.2% 0.5% 0.5% 0.0% 0.0% 0.0% 0.0% 0.1% AM Peak 08:00 08:00 11:00 07:00 09:00 06:00 08:00 10:00 11:00 08:00 Vol. 7 466 80 5 11 5 7 5 1 566
PM Peak 12:00 17:00 12:00 16:00 12:00 12:00 15:00 12:00 15:00 16:00 12:00 12:00 Vol. 13 595 101 4 10 4 6 7 1 1 2 739
Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 36 3 0 0 0 0 0 0 0 0 0 0 39
01:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
02:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
03:00 0 4 0 0 1 0 0 0 0 0 0 0 0 5
04:00 0 11 2 0 0 0 0 0 0 0 0 0 0 13
05:00 0 28 7 0 0 1 0 0 0 0 0 0 0 36
06:00 1 75 11 1 0 4 0 0 0 0 0 0 0 92
07:00 3 276 46 2 2 2 2 1 0 0 0 0 0 334
08:00 4 345 75 2 9 1 2 2 0 0 0 0 1 441
09:00 7 377 56 4 9 4 3 4 1 1 1 0 0 467
10:00 2 381 75 4 9 0 3 3 0 0 0 0 2 479
11:00 10 463 91 3 7 1 1 3 0 0 0 0 0 579
12 PM 18 530 96 1 7 2 7 3 0 0 0 0 2 666
13:00 8 439 76 2 12 3 4 5 1 0 0 0 0 550
14:00 2 474 72 3 9 0 3 1 0 0 0 0 0 564
15:00 13 610 88 3 6 0 1 4 0 1 0 0 3 729
16:00 5 533 67 3 1 2 3 3 0 1 0 0 0 618
17:00 4 629 82 2 10 0 8 1 0 0 0 0 1 737
18:00 3 546 66 0 4 0 1 3 0 0 0 0 0 623
19:00 5 431 27 0 0 1 4 2 0 0 0 0 0 470
20:00 6 335 28 0 2 0 0 0 0 0 0 0 0 371
21:00 3 247 19 0 0 0 0 0 0 0 0 0 0 269
22:00 5 130 10 0 0 0 0 0 0 0 0 0 0 145
23:00 0 90 5 0 0 0 1 0 0 0 0 0 0 96
Day
Total 99 7004 1002 30 88 21 43 35 2 3 1 0 9 8337
Percent 1.2% 84.0% 12.0% 0.4% 1.1% 0.3% 0.5% 0.4% 0.0% 0.0% 0.0% 0.0% 0.1% AM Peak 11:00 11:00 11:00 09:00 08:00 06:00 09:00 09:00 09:00 09:00 09:00 10:00 11:00 Vol. 10 463 91 4 9 4 3 4 1 1 1 2 579
PM Peak 12:00 17:00 12:00 14:00 13:00 13:00 17:00 13:00 13:00 15:00 15:00 17:00 Vol. 18 629 96 3 12 3 8 5 1 1 3 737
Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 1 40 5 0 1 0 0 0 0 0 0 0 0 47
01:00 1 19 1 0 0 0 0 0 0 0 0 0 0 21
02:00 0 7 1 0 0 0 0 0 0 0 0 0 0 8
03:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
04:00 0 14 2 0 0 0 0 0 0 0 0 0 0 16
05:00 0 28 8 1 0 0 0 0 1 0 0 0 0 38
06:00 1 77 9 1 4 4 0 0 0 0 0 0 0 96
07:00 1 345 22 4 0 3 2 1 1 0 0 0 0 379
08:00 4 484 75 2 3 1 3 6 0 0 0 0 1 579
09:00 8 315 63 6 7 1 0 0 0 0 0 0 0 400
10:00 5 539 86 5 7 1 3 4 0 0 0 0 0 650
11:00 4 417 83 1 16 0 3 1 1 0 0 0 2 528
12 PM 5 472 78 6 6 1 2 0 0 0 0 0 1 571
13:00 4 401 64 3 8 2 4 1 0 0 0 0 0 487
14:00 0 462 77 4 9 0 1 2 1 0 0 0 0 556
15:00 10 597 91 4 8 2 3 1 0 0 0 0 0 716
16:00 1 595 78 1 7 1 2 1 0 0 0 0 0 686
17:00 4 604 89 4 10 1 5 5 0 0 0 0 0 722
18:00 4 538 46 2 5 1 0 6 0 0 0 0 0 602
19:00 1 644 89 1 3 1 3 6 0 1 0 0 0 749
20:00 2 354 39 0 1 0 2 0 0 0 0 0 0 398
21:00 0 254 24 1 3 0 0 1 0 0 0 0 0 283
22:00 2 155 13 1 0 0 0 0 0 0 0 0 0 171
23:00 0 106 11 6 1 0 0 0 0 0 0 0 0 124
Day
Total 58 7472 1054 53 99 19 33 35 4 1 0 0 4 8832
Percent 0.7% 84.6% 11.9% 0.6% 1.1% 0.2% 0.4% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 10:00 10:00 09:00 11:00 06:00 08:00 08:00 05:00 11:00 10:00 Vol. 8 539 86 6 16 4 3 6 1 2 650
PM Peak 15:00 19:00 15:00 12:00 17:00 13:00 17:00 18:00 14:00 19:00 12:00 19:00 Vol. 10 644 91 6 10 2 5 6 1 1 1 749

Grand
Total 243 21237 3094 121 269 59 117 110 7 5 1 0 19 25282 Percent 1.0% 84.0% 12.2% 0.5% 1.1% 0.2% 0.5% 0.4% 0.0% 0.0% 0.0% 0.0% 0.1% Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 1 32 4 0 0 0 0 0 0 0 0 0 0 37
01:00 0 10 1 0 0 0 0 0 0 0 0 0 0 11
02:00 0 5 0 1 0 0 0 0 0 0 0 0 0 6
03:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
04:00 0 29 3 0 0 0 0 0 0 0 0 0 0 32
05:00 0 76 10 1 1 1 0 0 0 0 0 0 0 89
06:00 2 150 21 1 1 2 0 1 0 0 0 0 0 178
07:00 14 590 44 2 4 0 6 1 1 0 1 0 2 665
08:00 14 518 25 2 3 1 6 2 0 0 0 0 0 571
09:00 5 366 41 6 7 1 3 0 1 0 0 0 0 430
10:00 10 339 26 1 8 1 1 0 0 0 0 0 0 386
11:00 12 398 30 1 6 1 6 1 1 0 0 0 0 456
12 PM 6 558 22 2 5 3 8 2 0 0 0 0 0 606
13:00 10 492 23 1 6 4 2 1 0 1 0 0 0 540
14:00 4 564 30 3 5 1 4 2 0 0 0 0 0 613
15:00 7 456 26 2 5 1 3 0 0 0 0 0 0 500
16:00 11 476 19 4 3 4 4 4 0 0 0 0 0 525
17:00 16 564 10 1 2 0 1 2 0 0 0 0 0 596
18:00 15 454 22 1 0 0 7 1 0 0 0 0 0 500
19:00 6 394 9 0 2 2 4 1 0 0 0 0 1 419
20:00 3 284 6 0 1 0 1 0 0 0 0 0 0 295
21:00 3 217 7 0 0 0 0 0 0 0 0 0 0 227
22:00 2 130 5 1 0 1 1 0 0 0 0 0 0 140
23:00 1 74 1 0 0 0 1 0 0 0 0 0 0 77
Day
Total 142 7183 385 30 59 23 58 18 3 1 1 0 3 7906
Percent 1.8% 90.9% 4.9% 0.4% 0.7% 0.3% 0.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 09:00 10:00 06:00 07:00 08:00 07:00 07:00 07:00 07:00 Vol. 14 590 44 6 8 2 6 2 1 1 2 665
PM Peak 17:00 14:00 14:00 16:00 13:00 13:00 12:00 16:00 13:00 19:00 14:00 Vol. 16 564 30 4 6 4 8 4 1 1 613
Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 19 0 0 0 0 0 0 0 0 0 0 0 19
01:00 0 9 0 0 0 0 0 0 0 0 0 0 0 9
02:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
03:00 0 7 1 0 1 0 0 0 0 0 0 0 0 9
04:00 0 24 2 0 0 1 0 0 0 0 0 0 0 27
05:00 2 55 9 0 0 0 0 0 0 0 0 0 0 66
06:00 7 165 27 1 1 4 0 1 0 0 0 0 0 206
07:00 26 478 40 2 2 3 4 1 1 1 1 0 1 560
08:00 20 545 29 4 4 4 10 4 0 0 0 0 0 620
09:00 20 487 32 5 6 1 5 2 0 0 0 0 0 558
10:00 9 355 33 2 9 1 2 0 0 0 0 0 0 411
11:00 10 403 30 1 4 1 2 0 0 0 0 0 0 451
12 PM 4 554 44 1 7 3 4 1 0 0 0 0 0 618
13:00 16 461 20 6 4 0 4 0 0 0 0 0 1 512
14:00 11 527 30 1 7 1 5 6 0 0 1 0 1 590
15:00 5 481 20 1 3 1 1 0 0 0 0 0 0 512
16:00 8 405 20 3 1 2 3 0 0 0 0 0 0 442
17:00 8 540 9 2 3 1 4 0 0 0 0 0 1 568
18:00 11 441 17 2 2 3 4 2 0 0 0 0 0 482
19:00 7 406 5 2 0 1 5 1 0 0 0 0 0 427
20:00 4 347 5 0 0 1 1 0 0 0 0 0 0 358
21:00 3 221 5 0 1 0 2 0 0 0 0 0 0 232
22:00 1 154 6 0 0 0 0 0 0 0 0 0 0 161
23:00 2 71 4 0 0 1 0 0 0 0 0 0 0 78
Day
Total 174 7159 388 33 55 29 56 18 1 1 2 0 4 7920
Percent 2.2% 90.4% 4.9% 0.4% 0.7% 0.4% 0.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.1% AM Peak 07:00 08:00 07:00 09:00 10:00 06:00 08:00 08:00 07:00 07:00 07:00 07:00 08:00 Vol. 26 545 40 5 9 4 10 4 1 1 1 1 620
PM Peak 13:00 12:00 12:00 13:00 12:00 12:00 14:00 14:00 14:00 13:00 12:00 Vol. 16 554 44 6 7 3 5 6 1 1 618
Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 0 36 3 0 0 0 0 0 1 0 0 0 0 40
01:00 0 15 0 0 0 0 0 0 0 0 0 0 0 15
02:00 0 9 1 0 0 0 0 0 0 0 0 0 0 10
03:00 0 7 1 0 0 0 0 0 0 0 0 0 0 8
04:00 0 23 1 0 0 1 0 0 0 0 0 0 0 25
05:00 2 67 12 0 2 0 2 2 0 0 0 0 0 87
06:00 4 145 24 1 6 2 0 0 0 0 0 0 0 182
07:00 22 577 31 3 1 2 8 3 0 0 0 0 3 650
08:00 19 553 20 2 1 3 6 3 0 0 0 0 1 608
09:00 6 380 33 3 6 3 3 0 0 0 0 0 0 434
10:00 12 464 28 3 5 0 4 0 0 0 0 0 0 516
11:00 10 432 31 4 7 2 7 0 0 0 0 0 0 493
12 PM 17 460 36 3 8 0 6 0 0 1 0 0 0 531
13:00 8 429 25 3 7 4 8 1 0 0 0 0 0 485
14:00 9 488 31 2 2 3 3 0 0 0 0 0 0 538
15:00 6 627 26 3 3 1 6 0 0 0 0 0 0 672
16:00 13 669 34 2 2 3 5 2 0 1 0 0 0 731
17:00 14 568 16 1 1 4 6 1 0 0 0 0 0 611
18:00 7 435 16 1 0 0 1 1 0 0 0 0 0 461
19:00 10 470 18 0 1 0 5 2 1 1 0 0 0 508
20:00 2 356 13 0 0 1 0 1 0 0 0 0 0 373
21:00 0 275 9 0 0 1 2 0 0 0 0 0 1 288
22:00 2 164 3 0 0 0 1 0 0 0 0 0 0 170
23:00 1 99 5 0 0 1 1 0 0 0 0 0 0 107
Day
Total 164 7748 417 31 52 31 74 16 2 3 0 0 5 8543
Percent 1.9% 90.7% 4.9% 0.4% 0.6% 0.4% 0.9% 0.2% 0.0% 0.0% 0.0% 0.0% 0.1% AM Peak 07:00 07:00 09:00 11:00 11:00 08:00 07:00 07:00 00:00 07:00 07:00 Vol. 22 577 33 4 7 3 8 3 1 3 650
PM Peak 12:00 16:00 12:00 12:00 12:00 13:00 13:00 16:00 19:00 12:00 21:00 16:00 Vol. 17 669 36 3 8 4 8 2 1 1 1 731

Grand
Total 480 22090 1190 94 166 83 188 52 6 5 3 0 12 24369
Percent 2.0% 90.6% 4.9% 0.4% 0.7% 0.3% 0.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 7 1 0 4 6 8 4 6 0 1 0 0 0 0 37 31-40 14
01:00 3 0 0 1 3 4 1 1 1 0 0 0 0 0 14 31-40 7
02:00 0 0 0 0 2 1 4 0 1 0 0 0 0 0 8 35-44 5
03:00 0 0 0 1 1 1 0 1 0 0 0 0 0 0 4 24-33 2
04:00 0 1 0 3 2 1 7 2 1 0 0 1 0 0 18 39-48 9
05:00 2 2 0 1 2 13 11 8 1 1 1 0 0 0 42 36-45 24
06:00 8 4 2 7 15 24 19 4 4 0 0 0 0 0 87 36-45 43
07:00 23 22 40 76 113 74 22 6 2 0 0 0 0 0 378 26-35 189 08:00 9 13 22 81 222 172 40 7 0 0 0 0 0 0 566 31-40 394 09:00 13 4 8 31 118 118 78 18 3 1 0 0 0 0 392 31-40 236 10:00 4 8 8 23 139 157 48 13 2 0 2 0 0 0 404 31-40 296
11:00 8 8 7 46 110 184 94 21 6 1 0 0 0 0 485 31-40 294
12 PM 23 23 53 146 224 198 50 15 6 1 0 0 0 0 739 31-40 422 13:00 15 8 14 95 191 166 36 7 1 1 0 0 0 0 534 31-40 357 14:00 11 6 4 60 161 178 70 16 3 0 0 0 0 0 509 31-40 339 15:00 18 11 23 113 241 215 55 15 2 1 0 0 0 0 694 31-40 456 16:00 18 7 7 45 203 233 130 24 6 0 0 0 0 0 673 31-40 436 17:00 15 10 8 71 201 249 106 28 5 0 0 0 0 0 693 31-40 450 18:00 10 8 14 55 146 221 120 31 7 0 1 0 0 0 613 31-40 367 19:00 13 3 7 26 92 166 96 49 10 3 0 0 0 0 465 36-45 262 20:00 9 7 3 30 79 113 68 14 1 0 0 0 0 0 324 31-40 192
21:00 5 3 10 24 54 63 49 17 1 0 0 0 0 0 226 31-40 117
22:00 13 5 3 15 20 39 28 10 3 0 0 1 0 0 137 36-45 67
23:00 7 2 0 6 7 23 14 8 3 1 0 0 0 0 71 36-45 37
Total 234 156 233 960 2352 2621 1150 321 69 11 4 2 0 0 8113 Percent 2.9% 1.9% 2.9% 11.8% 29.0% 32.3% 14.2% 4.0% 0.9% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 08:00 08:00 11:00 11:00 11:00 11:00 00:00 10:00 04:00 08:00 Vol. 23 22 40 81 222 184 94 21 6 1 2 1 566
PM Peak 12:00 12:00 12:00 12:00 15:00 17:00 16:00 19:00 19:00 19:00 18:00 22:00 12:00 Vol. 23 23 53 146 241 249 130 49 10 3 1 1 739
Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 5 2 0 3 4 9 9 4 2 1 0 0 0 0 39 36-45 18
01:00 0 0 0 2 1 2 2 0 0 0 0 0 0 0 7 34-43 4
02:00 0 0 1 0 0 1 2 3 0 0 0 0 0 0 7 40-49 5
03:00 1 0 1 0 0 2 0 1 0 0 0 0 0 0 5 36-45 2
04:00 0 1 0 2 1 3 5 1 0 0 0 0 0 0 13 36-45 8
05:00 3 0 0 0 4 15 6 4 3 1 0 0 0 0 36 36-45 21
06:00 8 4 3 5 13 34 15 9 1 0 0 0 0 0 92 35-44 49
07:00 16 11 13 87 107 62 32 4 2 0 0 0 0 0 334 26-35 194 08:00 13 9 3 54 160 151 44 3 2 2 0 0 0 0 441 31-40 311
09:00 10 6 9 52 136 171 67 14 2 0 0 0 0 0 467 31-40 307 10:00 11 2 12 49 171 163 59 10 2 0 0 0 0 0 479 31-40 334 11:00 17 16 19 49 158 210 81 24 2 2 1 0 0 0 579 31-40 368 12 PM 23 22 22 100 268 167 52 8 2 0 2 0 0 0 666 31-40 435 13:00 9 8 6 41 192 210 71 12 1 0 0 0 0 0 550 31-40 402
14:00 10 7 6 68 163 206 80 18 6 0 0 0 0 0 564 31-40 369 15:00 25 15 20 117 212 245 83 11 0 0 1 0 0 0 729 31-40 457 16:00 18 6 6 54 195 211 108 16 4 0 0 0 0 0 618 31-40 406 17:00 10 11 8 66 227 272 112 29 2 0 0 0 0 0 737 31-40 499 18:00 15 2 6 63 171 224 101 33 7 1 0 0 0 0 623 31-40 395 19:00 7 10 15 27 134 188 68 20 0 0 0 1 0 0 470 31-40 322 20:00 10 7 7 32 110 131 57 14 3 0 0 0 0 0 371 31-40 241 21:00 14 9 1 27 66 84 58 8 2 0 0 0 0 0 269 31-40 150
22:00 15 2 0 6 19 45 37 18 3 0 0 0 0 0 145 36-45 82
23:00 8 1 0 4 15 26 19 17 6 0 0 0 0 0 96 36-45 45
Total 248 151 158 908 2527 2832 1168 281 52 7 4 1 0 0 8337 Percent 3.0% 1.8% 1.9% 10.9% 30.3% 34.0% 14.0% 3.4% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 11:00 07:00 10:00 11:00 11:00 11:00 05:00 08:00 11:00 11:00 Vol. 17 16 19 87 171 210 81 24 3 2 1 579
PM Peak 15:00 12:00 12:00 15:00 12:00 17:00 17:00 18:00 18:00 18:00 12:00 19:00 17:00 Vol. 25 22 22 117 268 272 112 33 7 1 2 1 737
Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 10 0 2 5 8 10 8 4 0 0 0 0 0 0 47 36-45 18
01:00 3 1 0 2 7 6 1 0 1 0 0 0 0 0 21 31-40 13
02:00 2 0 1 2 0 0 0 2 1 0 0 0 0 0 8 46-55 3
03:00 0 1 0 0 1 1 0 0 1 1 0 0 0 0 5 51-60 2
04:00 1 0 0 4 3 4 3 1 0 0 0 0 0 0 16 26-35 7
05:00 2 1 0 2 1 15 10 6 0 1 0 0 0 0 38 36-45 25
06:00 2 0 3 5 18 40 16 10 1 1 0 0 0 0 96 31-40 58
07:00 32 19 31 79 117 69 27 4 1 0 0 0 0 0 379 26-35 196 08:00 14 12 25 105 233 144 37 7 2 0 0 0 0 0 579 31-40 377 09:00 11 7 10 17 108 170 67 8 2 0 0 0 0 0 400 31-40 278 10:00 19 18 40 132 223 161 50 6 0 1 0 0 0 0 650 31-40 384 11:00 3 4 8 47 201 182 62 16 4 1 0 0 0 0 528 31-40 383
12 PM 10 10 14 83 224 170 45 12 2 1 0 0 0 0 571 31-40 394 13:00 13 7 5 35 167 171 69 16 4 0 0 0 0 0 487 31-40 338 14:00 7 7 11 85 164 195 69 14 4 0 0 0 0 0 556 31-40 359 15:00 19 18 47 193 279 127 30 2 0 0 0 1 0 0 716 26-35 472 16:00 26 33 68 186 241 106 18 6 2 0 0 0 0 0 686 26-35 427 17:00 20 22 58 182 249 145 41 4 1 0 0 0 0 0 722 26-35 431 18:00 13 10 21 135 216 151 47 9 0 0 0 0 0 0 602 31-40 367 19:00 20 16 45 174 325 146 16 5 1 1 0 0 0 0 749 26-35 499 20:00 10 5 25 57 133 106 49 10 2 1 0 0 0 0 398 31-40 239 21:00 8 6 2 25 78 101 51 12 0 0 0 0 0 0 283 31-40 179
22:00 9 3 3 6 31 72 34 8 5 0 0 0 0 0 171 36-45 106
23:00 9 1 3 14 16 38 29 11 3 0 0 0 0 0 124 36-45 67
Total 263 201 422 1575 3043 2330 779 173 37 8 0 1 0 0 8832 Percent 3.0% 2.3% 4.8% 17.8% 34.5% 26.4% 8.8% 2.0% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 10:00 10:00 08:00 11:00 09:00 11:00 11:00 03:00 10:00 Vol. 32 19 40 132 233 182 67 16 4 1 650
PM Peak 16:00 16:00 16:00 15:00 19:00 14:00 13:00 13:00 22:00 12:00 15:00 19:00 Vol. 26 33 68 193 325 195 69 16 5 1 1 749
Total 745 508 813 3443 7922 7783 3097 775 158 26 8 4 0 0 25282 Percent 2.9% 2.0% 3.2% 13.6% 31.3% 30.8% 12.2% 3.1% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 27 MPH
50th Percentile : 34 MPH
85th Percentile : 40 MPH
95th Percentile : 44 MPH

Stats 10 MPH Pace Speed : 31-40 MPH
Number in Pace : 15705
Percent in Pace : 62.1%
Number of Vehicles > 35 MPH : 11851
Percent of Vehicles > 35 MPH : 46.9%
Mean Speed(Average) : 34 MPH
Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 5 3 2 13 10 2 1 0 0 1 0 0 0 37 31-40 23
01:00 0 1 1 2 2 3 2 0 0 0 0 0 0 0 11 36-45 5
02:00 0 0 1 2 3 0 0 0 0 0 0 0 0 0 6 25-34 5
03:00 0 0 1 0 1 2 1 2 0 0 0 0 0 0 7 41-50 3
04:00 0 0 3 10 4 7 6 1 1 0 0 0 0 0 32 24-33 14
05:00 0 2 10 7 23 28 11 6 2 0 0 0 0 0 89 31-40 51
06:00 2 3 15 21 48 58 24 6 1 0 0 0 0 0 178 31-40 106
07:00 106 123 121 103 131 66 10 5 0 0 0 0 0 0 665 16-25 244 08:00 22 30 62 146 203 95 11 2 0 0 0 0 0 0 571 26-35 349 09:00 6 8 14 92 187 104 17 0 2 0 0 0 0 0 430 31-40 291
10:00 8 9 16 93 141 91 22 5 1 0 0 0 0 0 386 26-35 234
11:00 7 11 28 102 170 109 25 4 0 0 0 0 0 0 456 31-40 279 12 PM 17 29 122 206 155 67 5 5 0 0 0 0 0 0 606 26-35 361 13:00 14 10 76 182 187 57 11 2 1 0 0 0 0 0 540 26-35 369 14:00 4 9 49 201 221 99 26 4 0 0 0 0 0 0 613 26-35 422
15:00 4 5 37 108 214 103 26 3 0 0 0 0 0 0 500 26-35 322 16:00 10 9 24 88 228 130 33 2 1 0 0 0 0 0 525 31-40 358 17:00 11 13 39 112 224 149 38 7 2 0 1 0 0 0 596 31-40 373 18:00 11 8 24 117 165 125 42 8 0 0 0 0 0 0 500 31-40 290 19:00 6 2 26 55 156 128 39 6 0 1 0 0 0 0 419 31-40 284
20:00 0 8 20 58 115 78 15 1 0 0 0 0 0 0 295 31-40 193
21:00 2 2 18 35 98 52 17 1 1 1 0 0 0 0 227 31-40 150
22:00 1 3 13 35 43 31 11 3 0 0 0 0 0 0 140 26-35 78
23:00 0 2 5 13 23 17 13 4 0 0 0 0 0 0 77 31-40 40
Total 231 292 728 1790 2755 1609 407 78 12 2 2 0 0 0 7906 Percent 2.9% 3.7% 9.2% 22.6% 34.8% 20.4% 5.1% 1.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 08:00 08:00 11:00 11:00 05:00 05:00 00:00 07:00 Vol. 106 123 121 146 203 109 25 6 2 1 665
PM Peak 12:00 12:00 12:00 12:00 16:00 17:00 18:00 18:00 17:00 19:00 17:00 14:00 Vol. 17 29 122 206 228 149 42 8 2 1 1 613
Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 1 2 3 4 3 4 2 0 0 0 0 0 0 0 19 31-40 7
01:00 0 0 0 2 4 2 1 0 0 0 0 0 0 0 9 31-40 6
02:00 0 1 1 0 2 0 0 0 0 0 0 0 0 0 4 14-23 2
03:00 0 0 2 0 3 1 2 1 0 0 0 0 0 0 9 31-40 4
04:00 0 0 4 6 2 9 3 2 1 0 0 0 0 0 27 36-45 12
05:00 1 2 5 7 23 17 9 2 0 0 0 0 0 0 66 31-40 40
06:00 9 7 20 25 55 62 19 9 0 0 0 0 0 0 206 31-40 117
07:00 36 45 100 161 136 60 21 1 0 0 0 0 0 0 560 26-35 297 08:00 11 38 78 209 195 80 8 1 0 0 0 0 0 0 620 26-35 404 09:00 22 19 48 149 206 94 14 4 1 1 0 0 0 0 558 26-35 355 10:00 9 11 40 106 155 74 12 2 2 0 0 0 0 0 411 26-35 261 11:00 5 10 28 132 158 91 23 4 0 0 0 0 0 0 451 26-35 290 12 PM 17 48 107 199 164 67 14 2 0 0 0 0 0 0 618 26-35 363 13:00 16 8 49 129 184 98 25 3 0 0 0 0 0 0 512 26-35 313 14:00 9 9 32 165 224 125 24 1 1 0 0 0 0 0 590 26-35 389 15:00 6 5 29 135 187 113 30 7 0 0 0 0 0 0 512 26-35 322 16:00 4 4 14 94 188 109 23 6 0 0 0 0 0 0 442 31-40 297
17:00 4 8 16 110 251 148 28 2 1 0 0 0 0 0 568 31-40 399 18:00 8 9 15 90 178 139 39 3 1 0 0 0 0 0 482 31-40 317
19:00 6 7 30 82 174 98 26 3 1 0 0 0 0 0 427 31-40 272
20:00 4 1 14 88 150 82 16 3 0 0 0 0 0 0 358 26-35 238
21:00 3 8 16 65 89 38 11 1 1 0 0 0 0 0 232 26-35 154
22:00 1 0 10 25 63 43 17 2 0 0 0 0 0 0 161 31-40 106
23:00 1 4 7 13 21 21 8 1 2 0 0 0 0 0 78 31-40 42
Total 173 246 668 1996 2815 1575 375 60 11 1 0 0 0 0 7920 Percent 2.2% 3.1% 8.4% 25.2% 35.5% 19.9% 4.7% 0.8% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 08:00 09:00 09:00 11:00 06:00 10:00 09:00 08:00 Vol. 36 45 100 209 206 94 23 9 2 1 620
PM Peak 12:00 12:00 12:00 12:00 17:00 17:00 18:00 15:00 23:00 12:00 Vol. 17 48 107 199 251 148 39 7 2 618
Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/02/22 1 2 7 8 12 7 3 0 0 0 0 0 0 0 40 26-35 20
01:00 0 1 2 3 4 3 2 0 0 0 0 0 0 0 15 25-34 7
02:00 1 0 2 0 3 3 0 1 0 0 0 0 0 0 10 31-40 6
03:00 0 0 1 2 1 2 0 2 0 0 0 0 0 0 8 20-29 3
04:00 0 1 2 3 5 6 7 1 0 0 0 0 0 0 25 35-44 13
05:00 0 1 9 9 26 21 15 5 1 0 0 0 0 0 87 31-40 47
06:00 3 8 10 25 62 45 22 6 1 0 0 0 0 0 182 31-40 107
07:00 112 102 107 137 123 58 11 0 0 0 0 0 0 0 650 26-35 260 08:00 41 39 75 208 173 60 10 2 0 0 0 0 0 0 608 26-35 381 09:00 8 3 34 111 147 102 26 3 0 0 0 0 0 0 434 26-35 258 10:00 15 27 86 185 138 50 13 2 0 0 0 0 0 0 516 26-35 323 11:00 10 16 41 136 181 94 12 3 0 0 0 0 0 0 493 26-35 317 12 PM 15 11 62 155 196 73 18 1 0 0 0 0 0 0 531 26-35 351 13:00 15 3 35 120 203 85 20 3 1 0 0 0 0 0 485 26-35 323 14:00 11 14 46 124 218 100 21 3 1 0 0 0 0 0 538 26-35 342 15:00 27 70 111 206 186 62 7 3 0 0 0 0 0 0 672 26-35 392 16:00 65 120 179 212 114 32 5 3 1 0 0 0 0 0 731 21-30 391 17:00 17 41 118 178 187 60 9 1 0 0 0 0 0 0 611 26-35 365 18:00 7 9 30 166 165 71 13 0 0 0 0 0 0 0 461 26-35 331
19:00 12 31 68 197 149 47 3 1 0 0 0 0 0 0 508 26-35 346 20:00 2 7 32 110 136 62 19 4 0 1 0 0 0 0 373 26-35 246
21:00 1 3 18 67 116 68 11 3 0 1 0 0 0 0 288 29-38 184
22:00 1 8 11 34 77 30 8 1 0 0 0 0 0 0 170 26-35 111
23:00 0 6 8 9 45 30 8 0 0 0 1 0 0 0 107 31-40 75
Total 364 523 1094 2405 2667 1171 263 48 5 2 1 0 0 0 8543 Percent 4.3% 6.1% 12.8% 28.2% 31.2% 13.7% 3.1% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 08:00 11:00 09:00 09:00 06:00 05:00 07:00 Vol. 112 102 107 208 181 102 26 6 1 650
PM Peak 16:00 16:00 16:00 16:00 14:00 14:00 14:00 20:00 13:00 20:00 23:00 16:00 Vol. 65 120 179 212 218 100 21 4 1 1 1 731
Total 768 1061 2490 6191 8237 4355 1045 186 28 5 3 0 0 0 24369 Percent 3.2% 4.4% 10.2% 25.4% 33.8% 17.9% 4.3% 0.8% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 23 MPH
50th Percentile : 31 MPH
85th Percentile : 37 MPH
95th Percentile : 40 MPH

Stats 10 MPH Pace Speed : 26-35 MPH
Number in Pace : 14428
Percent in Pace : 59.2%
Number of Vehicles > 35 MPH : 5622
Percent of Vehicles > 35 MPH : 23.1%
Mean Speed(Average) : 31 MPH
Attachment 2

Site Code: 6
HOMESTEAD RD W.O NORANDA DR

All Traffic Data Services, LLC
www.alltrafficdata.net

Start 31-May-22 01-Jun-22 02-Jun-22 03-Jun-22 04-Jun-22 05-Jun-22 06-Jun-22 Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB
12:00 AM 37 37 39 19 47 40 * * * * * * * * 41 32
01:00 14 11 7 9 21 15 * * * * * * * * 14 12
02:00 8 6 7 4 8 10 * * * * * * * * 8 7
03:00 4 7 5 9 5 8 * * * * * * * * 5 8
04:00 18 32 13 27 16 25 * * * * * * * * 16 28
05:00 42 89 36 66 38 87 * * * * * * * * 39 81
06:00 87 178 92 206 96 182 * * * * * * * * 92 189
07:00 378 665 334 560 379 650 * * * * * * * * 364 625
08:00 566 571 441 620 579 608 * * * * * * * * 529 600
09:00 392 430 467 558 400 434 * * * * * * * * 420 474
10:00 404 386 479 411 650 516 * * * * * * * * 511 438
11:00 485 456 579 451 528 493 * * * * * * * * 531 467
12:00 PM 739 606 666 618 571 531 * * * * * * * * 659 585 01:00 534 540 550 512 487 485 * * * * * * * * 524 512
02:00 509 613 564 590 556 538 * * * * * * * * 543 580
03:00 694 500 729 512 716 672 * * * * * * * * 713 561
04:00 673 525 618 442 686 731 * * * * * * * * 659 566
05:00 693 596 737 568 722 611 * * * * * * * * 717 592
06:00 613 500 623 482 602 461 * * * * * * * * 613 481
07:00 465 419 470 427 749 508 * * * * * * * * 561 451
08:00 324 295 371 358 398 373 * * * * * * * * 364 342
09:00 226 227 269 232 283 288 * * * * * * * * 259 249
10:00 137 140 145 161 171 170 * * * * * * * * 151 157
11:00 71 77 96 78 124 107 * * * * * * * * 97 87
Total 8113 7906 8337 7920 8832 8543 0 0 0 0 0 0 0 0 8430 8124 Day 16019 16257 17375 0 0 0 0 16554
AM Peak 08:00 07:00 11:00 08:00 10:00 07:00 - - - - - - - - 11:00 07:00 Vol. 566 665 579 620 650 650 - - - - - - - - 531 625
PM Peak 12:00 14:00 17:00 12:00 19:00 16:00 - - - - - - - - 17:00 17:00 Vol. 739 613 737 618 749 731 - - - - - - - - 717 592

Comb.

Total 16019 16257 17375 0 0 0 0 16554

ADT ADT 16,550 AADT 16,550
Attachment 2

Site Code: 7
HOMESTEAD RD W.O BLUE JAY DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 0 42 0 1 0 0 0 0 0 0 0 0 0 43
01:00 0 18 0 0 0 0 0 0 0 0 0 0 0 18
02:00 0 7 1 0 0 0 0 0 0 0 0 0 0 8
03:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10
04:00 0 14 0 0 0 0 0 0 0 0 0 0 0 14
05:00 0 30 5 0 0 1 0 0 0 0 0 0 0 36
06:00 0 102 36 3 2 1 0 0 0 0 0 0 0 144
07:00 1 271 17 12 6 1 2 2 0 0 0 0 1 313
08:00 6 621 37 13 2 2 6 3 2 1 0 0 0 693
09:00 13 481 40 21 5 1 1 1 0 0 0 0 0 563
10:00 4 442 39 15 6 2 5 0 0 0 0 0 0 513
11:00 3 513 57 11 8 4 6 3 1 0 0 0 0 606
12 PM 2 602 45 10 7 3 3 1 0 0 0 1 0 674
13:00 5 570 61 7 7 0 4 6 0 0 0 0 0 660
14:00 5 596 48 11 6 1 7 2 0 0 0 0 0 676
15:00 4 747 46 8 5 2 6 3 0 0 0 0 0 821
16:00 10 767 59 9 4 1 8 7 1 1 0 0 0 867
17:00 10 947 24 12 2 4 8 3 1 0 0 0 2 1013
18:00 10 802 28 7 5 3 3 5 0 0 0 0 0 863
19:00 4 589 17 2 6 0 7 4 0 0 0 0 0 629
20:00 5 458 11 0 1 0 1 1 0 0 0 0 0 477
21:00 1 288 9 1 0 0 3 0 0 0 0 0 0 302
22:00 0 176 9 0 0 0 0 0 0 0 0 0 0 185
23:00 0 68 4 0 0 0 2 0 0 0 0 0 0 74
Day
Total 83 9161 593 143 72 26 72 41 5 2 0 1 3 10202
Percent 0.8% 89.8% 5.8% 1.4% 0.7% 0.3% 0.7% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 11:00 09:00 11:00 11:00 08:00 08:00 08:00 08:00 07:00 08:00 Vol. 13 621 57 21 8 4 6 3 2 1 1 693
PM Peak 16:00 17:00 13:00 17:00 12:00 17:00 16:00 16:00 16:00 16:00 12:00 17:00 17:00 Vol. 10 947 61 12 7 4 8 7 1 1 1 2 1013
Attachment 2

Site Code: 7
HOMESTEAD RD W.O BLUE JAY DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 37 1 0 0 0 0 0 0 0 0 0 0 38
01:00 0 19 0 1 0 0 0 0 0 0 0 0 0 20
02:00 0 9 0 0 0 0 0 0 0 0 0 0 0 9
03:00 0 5 3 1 3 0 0 0 1 0 0 0 0 13
04:00 0 11 3 0 0 0 0 0 0 0 0 0 0 14
05:00 2 35 5 0 0 1 0 1 0 0 0 0 0 44
06:00 0 106 27 3 2 1 0 1 0 0 0 0 0 140
07:00 2 280 29 8 1 0 0 2 0 0 0 0 0 322
08:00 6 581 36 14 5 2 6 1 1 1 0 0 0 653
09:00 8 515 44 16 6 0 5 3 1 0 0 0 0 598
10:00 5 462 49 15 6 3 4 6 0 0 0 0 0 550
11:00 8 532 40 8 2 1 6 4 1 0 0 0 0 602
12 PM 5 579 51 13 3 3 6 4 0 0 0 0 0 664
13:00 3 557 39 7 7 1 4 5 0 0 0 0 0 623
14:00 7 548 61 15 5 3 5 6 0 0 0 0 0 650
15:00 3 703 50 14 12 2 11 5 0 0 0 0 0 800
16:00 9 708 48 12 7 1 12 8 0 0 0 0 0 805
17:00 5 863 29 11 4 1 7 4 0 0 0 0 0 924
18:00 11 780 25 8 3 3 9 3 0 0 0 0 0 842
19:00 6 575 23 3 1 1 5 2 0 0 0 0 0 616
20:00 4 428 23 1 0 0 6 1 0 0 0 0 0 463
21:00 1 289 8 2 0 0 0 0 1 0 0 0 0 301
22:00 0 164 6 0 1 0 0 0 0 0 0 0 0 171
23:00 0 98 6 0 0 0 1 0 0 0 0 0 0 105
Day
Total 85 8884 606 152 68 23 87 56 5 1 0 0 0 9967
Percent 0.9% 89.1% 6.1% 1.5% 0.7% 0.2% 0.9% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 10:00 09:00 09:00 10:00 08:00 10:00 03:00 08:00 08:00 Vol. 8 581 49 16 6 3 6 6 1 1 653
PM Peak 18:00 17:00 14:00 14:00 15:00 12:00 16:00 16:00 21:00 17:00 Vol. 11 863 61 15 12 3 12 8 1 924
Attachment 2

Site Code: 7
HOMESTEAD RD W.O BLUE JAY DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 0 45 5 0 0 0 0 0 0 0 0 0 0 50
01:00 0 25 2 0 0 0 0 0 0 0 0 0 0 27
02:00 0 8 1 0 0 0 0 0 0 0 0 0 0 9
03:00 0 9 1 1 0 0 0 0 0 0 0 0 0 11
04:00 1 9 0 0 0 0 0 0 0 0 0 0 0 10
05:00 1 37 4 1 0 0 0 0 0 0 0 0 0 43
06:00 1 110 15 3 1 1 0 0 0 0 0 0 0 131
07:00 3 287 27 7 5 2 0 2 0 0 0 0 0 333
08:00 17 624 47 15 5 3 6 5 0 0 0 0 0 722
09:00 22 497 43 17 8 2 6 1 0 0 0 0 1 597
10:00 5 471 45 13 6 2 4 2 0 1 0 0 0 549
11:00 5 538 54 9 9 1 6 4 1 0 0 0 1 628
12 PM 5 652 50 11 7 2 6 1 1 0 0 0 0 735
13:00 9 554 46 9 5 4 6 5 0 0 0 0 0 638
14:00 3 593 51 11 3 2 8 5 0 0 0 0 0 676
15:00 6 769 43 9 8 2 11 3 0 0 0 0 0 851
16:00 7 852 57 10 9 1 8 5 0 0 0 0 0 949
17:00 14 1034 45 12 5 0 8 2 1 0 0 0 0 1121
18:00 8 759 24 8 2 2 9 3 0 0 0 0 0 815
19:00 7 640 29 2 1 0 6 2 0 0 0 0 0 687
20:00 3 468 23 1 1 0 2 4 0 0 0 0 0 502
21:00 0 325 7 1 1 0 1 0 0 0 0 0 0 335
22:00 1 229 3 0 0 0 0 0 0 0 0 0 0 233
23:00 0 131 4 0 0 0 0 0 0 0 0 0 0 135
Day
Total 118 9666 626 140 76 24 87 44 3 1 0 0 2 10787
Percent 1.1% 89.6% 5.8% 1.3% 0.7% 0.2% 0.8% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 11:00 09:00 11:00 08:00 08:00 08:00 11:00 10:00 09:00 08:00 Vol. 22 624 54 17 9 3 6 5 1 1 1 722
PM Peak 17:00 17:00 16:00 17:00 16:00 13:00 15:00 13:00 12:00 17:00 Vol. 14 1034 57 12 9 4 11 5 1 1121

Grand
Total 286 27711 1825 435 216 73 246 141 13 4 0 1 5 30956 Percent 0.9% 89.5% 5.9% 1.4% 0.7% 0.2% 0.8% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% Attachment 2

Site Code: 7
HOMESTEAD RD W.O BLUE JAY DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 05/31/22 0 33 1 0 0 0 0 0 0 0 0 0 0 34
01:00 0 15 0 0 0 0 0 0 0 0 0 0 0 15
02:00 0 5 0 0 1 0 0 0 0 0 0 0 0 6
03:00 0 14 1 1 0 0 0 0 0 0 0 0 0 16
04:00 0 19 1 0 0 1 0 0 0 0 0 0 0 21
05:00 0 68 7 0 1 2 0 0 0 0 0 0 0 78
06:00 0 176 25 1 0 2 0 0 0 0 0 0 0 204
07:00 0 496 29 7 7 1 1 3 0 0 0 0 0 544
08:00 2 704 45 7 6 2 8 7 0 0 0 0 0 781
09:00 4 617 48 5 1 1 5 2 0 0 0 0 0 683
10:00 3 532 53 5 5 1 2 2 0 0 0 0 0 603
11:00 2 544 33 3 5 0 2 2 0 0 0 0 0 591
12 PM 1 656 49 6 6 1 4 3 2 0 0 0 0 728
13:00 1 555 39 7 5 0 6 6 0 0 0 0 0 619
14:00 1 613 44 2 2 1 4 0 1 0 0 0 0 668
15:00 0 651 36 5 2 1 6 4 0 0 0 0 0 705
16:00 0 686 51 1 1 0 7 3 0 0 0 0 0 749
17:00 4 833 25 1 0 1 11 2 0 0 0 0 0 877
18:00 2 701 20 1 3 1 12 6 0 0 0 0 0 746
19:00 1 550 11 1 1 1 5 2 0 0 0 0 1 573
20:00 1 426 14 1 1 0 4 3 0 0 0 0 0 450
21:00 1 246 10 0 2 1 0 0 0 0 0 0 0 260
22:00 0 133 6 0 0 0 1 0 0 0 0 0 0 140
23:00 0 56 2 0 0 0 0 0 0 0 0 0 0 58
Day
Total 23 9329 550 54 49 17 78 45 3 0 0 0 1 10149
Percent 0.2% 91.9% 5.4% 0.5% 0.5% 0.2% 0.8% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 10:00 07:00 07:00 05:00 08:00 08:00 08:00 Vol. 4 704 53 7 7 2 8 7 781
PM Peak 17:00 17:00 16:00 13:00 12:00 12:00 18:00 13:00 12:00 19:00 17:00 Vol. 4 833 51 7 6 1 12 6 2 1 877
Attachment 2

Site Code: 7
HOMESTEAD RD W.O BLUE JAY DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/01/22 0 25 2 0 0 0 0 0 0 0 0 0 0 27
01:00 0 8 2 0 0 0 0 0 1 0 0 0 0 11
02:00 0 9 1 0 0 0 0 0 1 0 0 0 0 11
03:00 0 10 1 1 1 0 0 0 0 0 0 0 0 13
04:00 0 22 3 1 1 2 0 0 0 0 0 0 0 29
05:00 0 62 8 0 2 0 1 0 0 0 0 0 0 73
06:00 1 176 19 1 4 0 0 0 0 0 0 0 0 201
07:00 2 455 26 5 3 0 5 2 3 0 0 0 0 501
08:00 0 678 56 5 4 2 5 3 0 0 0 0 0 753
09:00 5 609 57 8 7 0 6 3 0 0 0 0 0 695
10:00 3 527 46 3 7 1 2 0 1 0 0 0 0 590
11:00 4 520 74 3 7 0 3 1 1 0 0 0 0 613
12 PM 2 628 50 5 6 2 5 1 0 0 0 0 0 699
13:00 1 565 37 6 7 0 5 2 0 1 0 0 0 624
14:00 1 565 43 8 4 0 5 0 0 0 0 0 0 626
15:00 1 654 39 3 0 1 4 1 0 0 0 0 0 703
16:00 1 612 37 1 2 1 6 2 0 0 0 0 1 663
17:00 2 735 21 4 1 1 11 8 1 0 0 0 1 785
18:00 0 695 18 3 2 0 7 2 0 0 0 0 0 727
19:00 1 522 20 2 1 0 2 3 0 0 0 0 0 551
20:00 0 441 10 0 1 0 3 5 0 0 0 0 0 460
21:00 0 290 13 0 0 0 2 0 0 0 0 0 0 305
22:00 1 123 4 0 0 0 0 0 0 0 0 0 0 128
23:00 1 77 2 0 0 0 0 0 0 0 0 0 0 80
Day
Total 26 9008 589 59 60 10 72 33 8 1 0 0 2 9868
Percent 0.3% 91.3% 6.0% 0.6% 0.6% 0.1% 0.7% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 11:00 09:00 09:00 04:00 09:00 08:00 07:00 08:00 Vol. 5 678 74 8 7 2 6 3 3 753
PM Peak 12:00 17:00 12:00 14:00 13:00 12:00 17:00 17:00 17:00 13:00 16:00 17:00 Vol. 2 735 50 8 7 2 11 8 1 1 1 785
Attachment 2

Site Code: 7
HOMESTEAD RD W.O BLUE JAY DR

All Traffic Data Services, LLC
www.alltrafficdata.net

WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 06/02/22 0 39 2 0 0 0 0 0 0 0 0 0 0 41
01:00 0 11 1 0 0 0 0 0 0 0 0 0 0 12
02:00 0 7 2 0 0 0 0 0 0 0 0 0 0 9
03:00 0 11 2 0 0 0 0 0 0 0 0 0 0 13
04:00 0 16 2 0 0 0 0 0 0 0 0 0 0 18
05:00 0 63 7 0 2 0 0 0 0 0 0 0 0 72
06:00 0 175 21 3 2 0 0 0 1 0 0 0 0 202
07:00 3 504 35 6 5 2 3 6 1 0 0 0 1 566
08:00 3 675 46 6 6 2 5 3 0 0 0 0 0 746
09:00 2 616 40 2 9 0 4 1 0 0 0 0 0 674
10:00 3 565 46 3 5 3 3 2 1 0 0 0 0 631
11:00 3 585 58 5 4 1 4 1 0 0 0 0 0 661
12 PM 4 614 45 4 7 0 5 4 0 0 0 0 0 683
13:00 2 577 41 5 2 4 5 4 2 0 0 0 0 642
14:00 1 620 40 3 1 3 12 5 0 0 0 0 0 685
15:00 2 674 38 2 1 0 4 1 0 0 0 0 0 722
16:00 1 716 33 2 2 0 8 4 0 0 0 0 0 766
17:00 3 804 25 1 1 2 14 5 0 0 0 0 0 855
18:00 0 695 27 0 1 0 7 4 0 0 0 0 0 734
19:00 2 551 12 1 0 0 2 0 0 0 0 0 0 568
20:00 1 460 15 0 0 0 2 1 0 0 0 0 0 479
21:00 1 312 9 0 2 0 2 1 0 0 0 0 0 327
22:00 2 163 3 0 0 0 1 2 0 0 0 0 0 171
23:00 1 87 3 0 0 0 0 0 0 0 0 0 0 91
Day
Total 34 9540 553 43 50 17 81 44 5 0 0 0 1 10368
Percent 0.3% 92.0% 5.3% 0.4% 0.5% 0.2% 0.8% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 08:00 11:00 07:00 09:00 10:00 08:00 07:00 06:00 07:00 08:00 Vol. 3 675 58 6 9 3 5 6 1 1 746
PM Peak 12:00 17:00 12:00 13:00 12:00 13:00 17:00 14:00 13:00 17:00 Vol. 4 804 45 5 7 4 14 5 2 855

Grand
Total 83 27877 1692 156 159 44 231 122 16 1 0 0 4 30385 Percent 0.3% 91.7% 5.6% 0.5% 0.5% 0.1% 0.8% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% Attachment 2

Site Code: 7
HOMESTEAD RD W.O BLUE JAY DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 05/31/22 0 0 2 5 14 12 10 0 0 0 0 0 0 0 43 31-40 26
01:00 0 0 1 2 4 8 3 0 0 0 0 0 0 0 18 31-40 12
02:00 0 1 0 0 3 4 0 0 0 0 0 0 0 0 8 31-40 7
03:00 0 1 0 2 4 2 0 1 0 0 0 0 0 0 10 31-40 6
04:00 0 0 1 0 6 6 1 0 0 0 0 0 0 0 14 31-40 12
05:00 0 0 1 3 11 14 4 1 2 0 0 0 0 0 36 31-40 25
06:00 0 0 0 8 41 64 27 3 1 0 0 0 0 0 144 31-40 105
07:00 0 3 5 25 94 141 38 6 1 0 0 0 0 0 313 31-40 235
08:00 2 6 24 102 288 211 54 6 0 0 0 0 0 0 693 31-40 499 09:00 3 7 14 63 233 189 53 1 0 0 0 0 0 0 563 31-40 422
10:00 0 3 8 42 211 194 46 9 0 0 0 0 0 0 513 31-40 405
11:00 1 3 17 59 238 206 73 8 1 0 0 0 0 0 606 31-40 444
12 PM 1 0 12 66 271 255 61 7 0 1 0 0 0 0 674 31-40 526
13:00 1 3 10 62 262 255 53 12 2 0 0 0 0 0 660 31-40 517 14:00 0 1 15 97 277 213 61 12 0 0 0 0 0 0 676 31-40 490 15:00 0 0 8 89 315 311 89 8 1 0 0 0 0 0 821 31-40 626
16:00 3 4 13 103 360 290 74 18 2 0 0 0 0 0 867 31-40 650 17:00 22 59 116 261 317 198 35 5 0 0 0 0 0 0 1013 26-35 578 18:00 138 97 152 240 178 50 8 0 0 0 0 0 0 0 863 26-35 418 19:00 0 1 5 75 238 243 58 4 4 0 0 1 0 0 629 31-40 481
20:00 1 2 12 50 200 159 46 6 1 0 0 0 0 0 477 31-40 359
21:00 0 3 5 40 108 105 34 5 2 0 0 0 0 0 302 31-40 213
22:00 0 0 5 18 68 73 18 1 2 0 0 0 0 0 185 31-40 141
23:00 0 1 2 7 24 28 11 1 0 0 0 0 0 0 74 31-40 52
Total 172 195 428 1419 3765 3231 857 114 19 1 0 1 0 0 10202 Percent 1.7% 1.9% 4.2% 13.9% 36.9% 31.7% 8.4% 1.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 09:00 08:00 08:00 08:00 08:00 11:00 10:00 05:00 08:00 Vol. 3 7 24 102 288 211 73 9 2 693
PM Peak 18:00 18:00 18:00 17:00 16:00 15:00 15:00 16:00 19:00 12:00 19:00 17:00 Vol. 138 97 152 261 360 311 89 18 4 1 1 1013
Attachment 2

Site Code: 7
HOMESTEAD RD W.O BLUE JAY DR

All Traffic Data Services, LLC
www.alltrafficdata.net

EB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Pace Number Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Speed in Pace 06/01/22 0 1 0 2 13 16 4 1 1 0 0 0 0 0 38 31-40 29
01:00 0 0 0 0 7 8 4 0 1 0 0 0 0 0 20 31-40 15
02:00 0 0 1 0 3 4 1 0 0 0 0 0 0 0 9 31-40 7
03:00 0 0 1 4 7 1 0 0 0 0 0 0 0 0 13 26-35 11
04:00 0 0 1 1 3 7 2 0 0 0 0 0 0 0 14 31-40 10
05:00 0 1 2 1 16 16 5 1 1 1 0 0 0 0 44 31-40 32
06:00 0 0 5 11 44 60 17 2 1 0 0 0 0 0 140 31-40 104
07:00 2 0 4 29 121 119 45 1 0 1 0 0 0 0 322 31-40 240
08:00 0 8 19 66 278 225 49 7 1 0 0 0 0 0 653 31-40 503
09:00 0 4 15 64 239 213 52 8 2 1 0 0 0 0 598 31-40 452
10:00 1 3 6 56 216 207 54 5 1 0 1 0 0 0 550 31-40 423
11:00 3 3 7 72 251 206 50 10 0 0 0 0 0 0 602 31-40 457
12 PM 1 3 12 56 266 249 69 8 0 0 0 0 0 0 664 31-40 515
13:00 0 3 12 42 242 225 87 12 0 0 0 0 0 0 623 31-40 467 14:00 3 2 6 57 248 259 63 12 0 0 0 0 0 0 650 31-40 507
15:00 0 3 17 87 321 289 72 11 0 0 0 0 0 0 800 31-40 610 16:00 3 10 17 65 305 301 93 9 2 0 0 0 0 0 805 31-40 606 17:00 3 0 9 100 382 334 79 13 2 2 0 0 0 0 924 31-40 716 18:00 2 5 33 99 360 266 71 6 0 0 0 0 0 0 842 31-40 626
19:00 0 4 5 61 249 229 57 8 1 2 0 0 0 0 616 31-40 478
20:00 0 4 16 45 184 169 35 10 0 0 0 0 0 0 463 31-40 353 21:00 2 0 4 34 132 90 30 7 1 1 0 0 0 0 301 31-40 222
22:00 0 0 4 12 57 66 24 7 1 0 0 0 0 0 171 31-40 123
23:00 0 0 2 9 35 34 19 3 2 1 0 0 0 0 105 31-40 69
Total 20 54 198 973 3979 3593 982 141 17 9 1 0 0 0 9967 Percent 0.2% 0.5% 2.0% 9.8% 39.9% 36.0% 9.9% 1.4% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 08:00 08:00 11:00 08:00 08:00 10:00 11:00 09:00 05:00 10:00 08:00 Vol. 3 8 19 72 278 225 54 10 2 1 1 653
PM Peak 14:00 16:00 18:00 17:00 17:00 17:00 16:00 17:00 16:00 17:00 17:00 Vol. 3 10 33 100 382 334 93 13 2 2 924
Attachment 2