Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

Engineer’s Certification

I, Juan S. Calderon, certify that I currently hold an active Professional Engineer’s License in the State of Florida and I am competent through education and experience to provide engineering services in the civil and traffic engineering disciplines contained in this report. I further certify that this report was prepared by me, or under my responsible charge, as required by Chapter 61G15-18. F.A.C. and that all statements, conclusions and recommendations made herein are true and correct to the best of my knowledge and ability.

Venetian Isles Community
Egret Lakes Circle Traffic Evaluation Miami-Dade County, Florida
Venetian Isles Community Development District (CDD)
CALTRAN Engineering Group, Inc. 790 NW 107th Avenue Suite 200
Miami, FL 33172
Certificate of Authorization 29379

Project:

Location:
Client:

Report Prepared by:

I acknowledge that the procedures and references used to develop the results contained in this report are standards to the professional practice of transportation engineering as applied through professional judgement and experience.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY
Juan S Calderon 2024.11.20 15:15:49 -05'00'
ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

CALTRAN ENGINEERING GROUP 790 NW 107 AVENUE, Suite 200
MIAMI, FL 33172
CERTIFICATE OF AUTHORIZATION 29379 JUAN S. CALDERON, P.E. NO. 58569

CALTRAN Engineering Group, Inc.

Page 1

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

TABLE OF CONTENTS
Background	4
Existing Conditions	6
Egret Lakes Circle Existing Conditions	6

1.0
2.0
2.1

3.0
3.1

Data Collection	8
Daily Traffic Volumes	8

3.2

TMCs with Pedestrian and Bicyclist Data Collection	10

4.0
4.1

Existing Traffic Operations	13
Existing Condition Intersection Level of Service	13

4.2

Existing Condition Segment Capacity Analysis	14

5.0
5.1

Proposed Alternatives	15
Road Diet	16

5.2

Raised Sidepath	16

5.3

Channelized Directional Islands	17

5.4

Speed Humps	18

5.5

Raised Crosswalk	18

6.0
6.1

Proposed Traffic Operations	21
Proposed Conditions Intersection LOS	21

6.2

Proposed Conditions Segment Capacity Analysis	22

7.0

Recommended Improvements	22

CALTRAN Engineering Group, Inc.

Page 2

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

LIST OF FIGURES
Figure 1. Overall Study Location	5
Figure 2. Existing Geometric Conditions	7
Figure 3. Vehicle Daily and Weekday Peak Weekday Volumes	9
Figure 4. Saturday Morning Filed Review	10
Figure 5. Peak Hour Weekday Turning Movement Counts (TMCs)	11
Figure 6. Peak Hour Weekday Pedestrian/Bicyclist Volume	12
Figure 7. Prohibited and Dangerous Maneuvers at Egret Lakes Circle	17
Figure 8. Recommended Improvements at Egret Lakes Circle	24

LIST OF TABLES
Table 1: Egret Lakes Traffic Circle Typical Section Characteristics	6
Table 2: Daily and Peak Hour Traffic Volumes	8
Table 3: Intersections Level of Service Analysis	14
Table 4: Existing Segments Capacity Analysis as per the FDOT Generalized Tables	15
Table 5: Traffic Calming Alternative	20
Table 6: Intersections Level of Service After Road Diet Improvement	21
Table 7: Proposed Segments Capacity Analysis as per the FDOT Generalized Tables22

LIST OF APPENDIXES

Appendix A: Raw Data Appendix B: Synchro Reports
Appendix C: Roadway Capacity Analysis
Appendix D: Miami-Dade County Policy on Speed Humps

CALTRAN Engineering Group, Inc.

Page 3

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

1.0	Background
CALTRAN Engineering Group, Inc. (CALTRAN) was retained by Venetian Isles
Community Development District (CDD) to perform the evaluation of improvements along the Egret Lakes Circle located within the residential community of Venetian Isles.

Venetian Isles Community is located at 15355 Egret Lakes Circle, Miami, FL 33185. This

26th

residential community is bordered on the north by SW

Street, on the east by SW

152nd Street, on the west by SW 157th Avenue, and on the south by the residential
communities of Caribe Lakes and Bismark Homes at Venezia.

The Venetian Isles community CDD has received concerns from residents regarding traffic and safety, as well as the geometric layout at Egret Lakes Circle. There is also a need to improve the overall streetscape experience, particularly for vulnerable roadway
users within the community.

Through the enhancement of the existing roadway infrastructure, Venetian Isles aims to elevate the well-being, social interconnectedness, and overall safety of the entire
community.

This study’s main goal is to evaluate the Egret Lakes Circle in order to provide feasible and cost-effective alternatives while enhancing the safety for both motorized and non-motorized users of the internal community streets and maintaining acceptable level of
service at the Egret Lakes Circle and adjacent roadways.

Figure 1 shows the overall study location map of this community and the Egret Lakes
traffic circle key intersections along with the type of data collection efforts.

CALTRAN Engineering Group, Inc.

Page 4

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

Figure 1. Overall Study Location

CALTRAN Engineering Group, Inc.

Page 5

	Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

2.0  Existing Conditions
Existing conditions evaluation includes a detailed field review to determine the existing roadway geometry, traffic control devices, and other factors which may affect the studied Egret Lakes Circle.

2.1  Egret Lakes Circle Existing Conditions
The existing geometric conditions at the Egret Lakes Circle are summarized in Table 1. Figure 2 presents the existing geometric conditions on all intersections along the Egret Lakes Circle.

Table 1: Egret Lakes Traffic Circle Typical Section Characteristics

It is important to note that the Egret Lakes Circle contains seven (7) unsignalized stop
controlled intersections and operates in a counterclockwise operation with all traffic entering the circle are regulated to turn right at each intersection.

CALTRAN Engineering Group, Inc.

Page 6

Location

Posted Speed

Egret Lakes Circle Number of Lanes

Lane Width (feet)

Outside Shoulder

Traffic Calming Features

Sidewalk

Egret Lakes Traffic Circle

25 mph

2

12

Curb and gutter followed by lawn

6 speed humps along the Egret Lakes Circle

Present on both sides of the circle.

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

Figure 2. Existing Geometric Conditions

CALTRAN Engineering Group, Inc.

Page 7

	Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

3.0  Data Collection
Traffic data was collected at all seven intersections along Egret Lakes Circle. Traffic data includes daily and peak vehicular volumes, as well as pedestrian/bicycles volumes. Traffic data was collected during a typical weekday (Thursday) September 5th, 2024.

The purpose of the data collection effort is to gather information to facilitate the analysis of recommendations and/or counter-measures to improve the safety of all road users,
including pedestrians, bicyclists, and motorists within the community of Venetian Isles.

The data gathering effort consisted in the following aspects:

Volume counts: Data collection efforts included capturing daily and peak traffic at two stations during consecutive 24-hours along Egret Lakes Circle.
Turning Movement Counts (TMCs) and Pedestrian and Bicyclist Internal Counts: Data collection efforts collecting 4-hours of turning movements for motorized and non-motorized traffic (pedestrian and bicyclist) during the AM and PM peak periods
(from 7:00 AM to 9:00 AM and from 4:00 PM TO 6:00 PM).

Raw data collection information can be found in Appendix A.

3.1  Daily Traffic Volumes
Consistent with the FDOT Data Collection standard methodologies, traffic data was collected on a typical school active weekday on September 5th, 2024 within the studied roadway network. Traffic volumes data collection includes two 24-hour traffic volume stations. The daily and peak hour traffic volumes are summarized in Table 2. In addition, Figure 3 presents the vehicular volumes.

Table 2: Daily and Peak Hour Traffic Volumes

CALTRAN Engineering Group, Inc.

Page 8

Location

Direction

Daily Average Volume

AM Peak Average Volume

PM Peak Average Volume

Egret Lakes Circle east of SW 153rd Path

Eastbound

1,621

174

121

Egret Lakes Circle west of SW 153rd Ct

Westbound

1,569

86

136

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

Figure 3. Vehicle Daily and Weekday Peak Weekday Volumes

CALTRAN Engineering Group, Inc.

Page 9

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

3.2  TMCs with Pedestrian and Bicyclist Data Collection
Turning Movement Counts (TMCs) data was collected during the AM and PM peak periods (from 7:00 AM to 9:00 AM and from 4:00 PM to 6:00 PM) respectively. TMC data includes pedestrian and bicycle volumes on a regular weekday.

The following adjustment factors correspond to collected vehicular volume counts:

In order to present conservative results, a peak season conversion factor of 1.02 was
applied to the collected vehicular data.

An additional field review was conducted during a Saturday morning on October 12, 2024, in order to assess the pedestrian and bicycle activity during weekends at the Egret Lakes Circle. A moderate pedestrian activity was observed during the field assessment. Residents were observed walking, jogging, and walking their pets. In addition, some residents were observed riding bikes along the circle. Figure 4 illustrate pedestrian and
bicycle activity observed during the field assessment.

Figure 4. Saturday Morning Filed Review

Figure 5 present the turning movement counts during the AM and PM peak hours
obtained for the day of September 5th, 2024.

Figure 6 present the pedestrian and bicyclist for the AM and PM peak volumes obtained
for the day of September 5th, 2024.

CALTRAN Engineering Group, Inc.

Page 10

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

Figure 5. Peak Hour Weekday Turning Movement Counts (TMCs)

CALTRAN Engineering Group, Inc.

Page 11

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

Figure 6. Peak Hour Weekday Pedestrian/Bicyclist Volume

CALTRAN Engineering Group, Inc.

Page 12

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

4.0  Existing Traffic Operations
An evaluation of existing traffic operations at all intersections along the Egret Lakes Circle was conducted. This traffic analysis utilizes Synchro 11, which applies methodologies outlined in the Highway Capacity Manual, 6th Edition.

4.1  Existing Condition Intersection Level of Service
Level of Service (LOS) Analysis for signalized/un-signalized intersections is based on the amount of control delay which is a measurement in seconds per vehicle that acts as an indicator of lost time, fuel consumption, frustration and driver’s discomfort at the signalized intersections. The level of services for unsignalized intersections is a scale from “A” to “F” in accordance with control delay thresholds that range from less than 10 seconds (level of service “A”) to greater than 50 seconds (Level of service “F”) of delay
per vehicle for unsignalized intersections.

The goal of this traffic evaluation is to provide an understanding of the current vehicular delay that motorists experience at all intersections along the Egret Lakes Circle and identify any potential operational deficiencies. This evaluation helps to identify opportunities for roadway improvements which could enhance the safety for both motorized and non-motorized users within the studied residential community of Venetian
Isles.

Table 3 show the existing LOS and delay for the identified study intersections and driveways; details of the LOS results and Operational analysis are documented in
Appendix B.

The LOS analysis indicates that all studied intersections currently operate at an acceptable Level of Service “LOS A” in each approach during the highest AM and PM
peak traffic demands.

CALTRAN Engineering Group, Inc.

Page 13

	Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

Table 3:

Intersections Level of Service Analysis

4.2  Existing Condition Segment Capacity Analysis
In addition, a roadway capacity analysis was conducted to establish the current roadway segment Level of Service along Egret Lakes Circle. The capacity analysis adhered to FDOT standards for Concurrency Analysis in accordance with the Florida Department of Transportation 2020 Quality/Level of Service Generalized Service Volume Table 7 (Peak Hour Directional Volumes). The analysis was performed for the AM and the PM peak periods, for existing conditions.

The analysis shows that the studied segment is able to sustain traffic demands while operating at an acceptable level of service (LOS C) under current conditions.

Table 4 summarizes the results of the segment level of service analysis. For FDOT tables and related to calculations, please refer to Appendix C.

CALTRAN Engineering Group, Inc.

Page 14

Segment / Intersection

Approach

Existing Conditions

AM

PM

LOS

Delay

LOS

Delay

Egret Lakes Circle

SW 153rd Path

EB

A

0.2

A

0.2

WB

-

-

-

-

NB

A

9.0

A

8.8

SB

A

9.4

A

9.0

SW 30th Terrace

EB

-

-

-

-

WB

A

9.3

A

8.9

NB

A

0

A

0

SB

-

-

-

-

SW 30th Street

EB

-

-

-

-

WB

A

9.4

A

8.9

NB

A

0

A

0

SB

-

-

-

-

SW 29th Street (East)

EB

-

-

-

-

WB

A

9.0

A

8.8

NB

A

0

A

0

SB

-

-

-

-

SW 153rd Ct

EB

-

-

-

-

WB

A

0

A

0

NB

-

-

-

-

SB

A

9.1

A

9.0

SW 153rd Avenue

EB

-

-

-

-

WB

A

0

A

0

NB

-

-

-

-

SB

A

8.9

A

8.8

SW 29th Street (West)

EB

A

9.0

A

8.9

WB

-

-

-

-

NB

-

-

-

-

SB

A

0

A

0

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

Table 4: Existing Segments Capacity Analysis as per the FDOT Generalized Tables

Egret Lakes Circle east of SW 153rd Path (AM)
Egret Lakes Circle east of SW 153rd Path (PM)

1,100
1,100

174
121

C
C

Existing Conditions

Egret Lakes Circle west of SW 153rd Ct (AM)
Egret Lakes Circle west of SW 153rd Ct (PM)

1,100
1,100

86
136

C
C

This traffic operations analysis concludes that a potential reconfiguration of the roadway, including a reduction in the number of lanes along Egret Lakes Circle, could be considered feasible to improve safety, calming traffic, improving mobility and access for all road users, and ultimately elevating the overall quality of life.

5.0  Proposed Alternatives
In order to enhance the streetscape environment and ensure the safety of both motorists and non-motorists, alternatives for reconfiguring the roadway were considered. The most relevant alternative assessed is potentially modify the Egret Lakes Circle by performing a road diet from two lanes to a single lane. This improvement was considered based on an analysis of traffic data and the results of traffic operations within the specific roadway
under study.

Other, proposed alternatives encompass road channelization for specific approaches to Egret Lakes Circle, implementation of raised crosswalks, and the potential implementation of a dedicated raised shared-used path adjacent to the road (sidepath)
along Egret Lakes Circle as part of the road diet.

The primary objective behind integrating these concepts is to incorporate newer design traffic calming techniques that prioritize the safety of all users, including pedestrians and cyclists of varying ages and abilities. The community of Venetian Isles anticipates that the implementation of the proposed alternatives will lead to an improvement in the overall
well-being, social interconnectedness, and safety of the entire community.

CALTRAN Engineering Group, Inc.

Page 15

Scenario	Roadway (Period)	Segment Capacity	Traffic Volume	LOS

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

5.1  Road Diet
The implementation of a road diet is a traffic calming technique that entails reducing the number of travel lanes of the Egret Lakes Traffic Circle from two lanes to a single lane. Upon examination of traffic data gathered at all intersections along Egret Lakes Circle and an assessment of the current level of service and vehicular delay in the area under study, it has been ascertained that implementing a road diet on Egret Lakes Circle is a viable option since the effect in vehicular delay is nominal (less than 1 second at intersections) and roadway capacity will not be negatively impacted, while maintaining an
acceptable Level of Service as noted in Section 6.0 of this report.

The new roadway reconfiguration is expected to slow down vehicle speeds, control driving behaviors, enhance safety, and improve the overall experience for pedestrians, cyclists, and motorists. Drivers are more likely to adhere to speed limits and drive more cautiously in a road diet environment. In addition, the benefits of the proposed improvements include enhancement of the street environment resulting in a more pleasant experience to walk and bike promoting a more livable, safe, and vibrant
community.

5.2	Raised Sidepath
Utilizing the opportunity created by the proposed road diet, a raised sidepath is recommended to replace the removed outer lane along Egret Lakes Circle.

Raised bicycle facilities are elevated at a different height from motor vehicle traffic level. This separation is commonly accomplished by raising the facility slightly above the adjacent roadway level. Usually, a buffer zone is situated between the bike lanes and the lanes for motor vehicles. Tubular markers will be provided at all intersections along Egret
Lakes Circle to provide adequate separation between the sidepath and the travel lanes.

This facility offers a protected space for cyclists, reducing conflicts and potential accidents with motor vehicles. The buffer zone and the elevation difference between the bike lane
and motor vehicle lanes restrict motorists’ access to the sidepath, ensuring a clear and

CALTRAN Engineering Group, Inc.

Page 16

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

safe route for cyclists. Overall, raised bike lanes offer various advantages that enhance
safety, comfort, and usability for cyclists and other vulnerable road users.

5.3  Channelized Directional Islands
In order to prevent prohibited and dangerous maneuvers at the studied Egret Lakes Circle, channelized directional islands are recommended at the main intersections along Egret Lakes Circle, which provide connection to public roads. This channelization is achieved through the implementation of raised traffic island that separate vehicles moving in opposite directions or restrict vehicles from performing prohibited and dangerous movements at intersections.

A previous traffic study conducted by CALTRAN, identified some vehicles performing

prohibited movements from SW

30th

Street Going to SW

30th

Terrace and SW

28th

Terrace Going to SW 30th Street. In order to restrict and prevent prohibited movements it
is recommended to implement channelized directional islands at all the approaches to Egret Lakes Circle.

Figure 7 illustrate prohibited and dangerous maneuvers documented at the studied Egret
Lakes Circle.

Figure 7. Prohibited and Dangerous Maneuvers at Egret Lakes Circle

CALTRAN Engineering Group, Inc.

Page 17

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

5.4  Speed Humps
Currently, speed humps have been implemented within the Venetian Isles community to address concerns related to speeding and to enhance overall safety. Speed hump’s locations include the following:






Six (6) speed humps are present along Egret Lakes Circle Two (2) speed humps are present along SW 30th Street Three (3) speed humps are present along SW 153rd Ct
Six (6) speed humps are located along SW 29th Street

It is important to note that the existing speed humps are not in compliance with Miami-Dade County Standards in reference to road profile and signage; Thus, it is recommended to replace the existing speed humps with speed humps that meet the Miami-Dade County design standards. Detailed information regarding the Miami-Dade County policy on speed
humps and the specifications for speed hump design can be found in Appendix D.

This measure is intended to enhance pedestrian safety, particularly for vulnerable users
utilizing the existing crosswalk situated north of Egret Lakes Circle.

5.5  Raised Crosswalk
A raised crosswalk is a traffic calming feature that includes a roadway pedestrian crossing elevated to the same level as the sidewalk. This feature is strategically design to optimize safety and visibility for pedestrians.

Raised crosswalks provide many benefits such as increase drivers’ awareness of the presence of pedestrian crossings, vehicular speed reduction, and enhances access for
people with disabilities by providing a level crossing.

Currently, the Egret Lakes Circle lacks designated pedestrian crosswalks for traversing from the outer sidewalk to the inner sidewalk along the circle. It is recommended to replace some of existing speed humps such as those situated west of SW 153rd Path, west of SW 30th Terrace, and east of SW 153rd Avenue with elevated crosswalks
designed to heighten pedestrian safety within the community.

CALTRAN Engineering Group, Inc.

Page 18

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

In addition, it is recommended to remove the existing speed humps along SW 153rd Court and install a raised crosswalk along SW 153rd Court north of Egret Lakes Circle. Furthermore, it is recommended to eliminate the four existing speed humps situated a short distance from the current crosswalk along SW 29th Street west of Egret Lakes Circle
and install a raised crosswalk at the location of the existing level crosswalk.

The proposed elevated crosswalks will facilitate a secure pathway for residents to access
the Venetian Isles Club House, which is located at the center of Egret Lakes Circle.

Table 5 shows a set of tools that were considered as part of
concerned locations aimed to address the residents’ concerns.

the

alternatives

for

the

CALTRAN Engineering Group, Inc.

Page 19

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

CALTRAN Engineering Group, Inc.

Page 20

Table 5: Traffic Calming Alternative

Traffic Calming Device

Picture

Description

Design Considerations

Potential Impacts

Road Diet

Road diet is a traffic calming technique that entails reducing the number of travel lanes or narrowing existing lanes on a roadway.

Roads with an average daily traffic of 25,000 or less.
15-foot width minimum

Public opposition to lane reduction.
Modification of existing roadway layout.
crash reduction.
Vehicular speed reduction.

Sidepath

Raised bike lanes are bicycle facilities that are elevated at a different height from motor vehicle traffic. This separation is commonly accomplished by raising the bike lane above the adjacent roadway level. This type of bicycle lane design offers a protected space for cyclists, reducing conflicts and potential accidents with motor vehicles. Raised bike lanes offer various advantages that enhance safety, comfort, and usability for cyclists and other vulnerable road users.

Local road, minor and major highways.
Roads with speed limits of 45 mph or lower.
Provide adequate sight distance at intersections and driveways.
Sidepath should provide a minimum width separation of 2 feet from travel lanes.

Increase safety for bicyclists.
Increase the use of bicycles within the community.
Modification of existing roadway layout.
Protected bike lanes can improve safety for all road users.
Protected bike lanes can reduce collisions.

Splitter Island

Splitter islands, placed in intersections, around which traffic circulates. Requires drivers to slow to a speed that allows them to comfortably maneuver around them. Sometimes called intersection islands. In addition, a splitter island is a type of channelization that can be used at intersections to separate traffic and improve safety

Intersections of local or collector streets
One lane each direction entering intersection
Not typically used at intersections with high volume of large trucks and buses turning left

No effect on access.
Diversion of traffic.
Reduce intersection collisions.
Can result in bicycle/auto conflicts at intersections because of narrowed travel lane.

Raised Crosswalk

A raised crosswalk is a traffic calming feature that includes a roadway crossing elevated to the same level as the sidewalk. Its strategic design aims to optimize safety and visibility for pedestrians.

Appropriate warning signs and roadway markings should accompany raised crosswalks.
Detectable warning strips (truncated domes) should be provided at crosswalk locations.
Local road, minor roads. Not suitable for arterial roadways

Increase safety for pedestrians.
Vehicular speed reduction.
Increase drivers’ awareness of the presence
of pedestrian crossings.

	Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

6.0  Proposed Traffic Operations
An evaluation of traffic operations under proposed conditions was conducted at all intersections along the Egret Lakes Circle. As well as in the existing traffic operations analysis, this proposed traffic operation analysis utilizes Synchro 11, which applies
methodologies outlined in the Highway Capacity Manual, 6th Edition.

6.1  Proposed Conditions Intersection LOS
The goal of this traffic evaluation is to provide an understanding of the vehicular delay that motorist will experience under proposed conditions after the implementation of the propose road diet at all intersections along the Egret Lakes Circle and identify any potential operational deficiencies. Table 6 show the proposed LOS and delay for the identified study intersections and driveways; details of the LOS results and operational analysis are documented in Appendix B.

Table 6: Intersections Level of Service After Road Diet Improvement

CALTRAN Engineering Group, Inc.

Page 21

Segment / Intersection

Approach

Proposed Conditions

AM

PM

LOS

Delay

LOS

Delay

Egret Lakes Circle

SW 153rd Path

EB

A

0.2

A

0.2

WB

-

-

-

-

NB

A

9.3

A

9.0

SB

B

10.2

A

9.4

SW 30th Terrace

EB

-

-

-

-

WB

A

9.8

A

9.0

NB

A

0

A

0

SB

-

-

-

-

SW 30th Street

EB

-

-

-

-

WB

A

9.7

A

8.9

NB

A

0

A

0

SB

-

-

-

-

SW 29th Street (East)

EB

-

-

-

-

WB

A

9.4

A

8.9

NB

A

0

A

0

SB

-

-

-

-

SW 153rd Ct

EB

-

-

-

-

WB

A

0

A

0

NB

-

-

-

-

SB

A

9.1

A

9.1

SW 153rd Avenue

EB

-

-

-

-

WB

A

0

A

0

NB

-

-

-

-

SB

A

9.0

A

9.0

SW 29th Street (West)

EB

A

9.2

A

9.1

WB

-

-

-

-

NB

-

-

-

-

SB

A

0

A

0

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

Reducing the current configuration from two lanes to one will not adversely impact flow of traffic along Egret Lakes Circle. The projected increase in vehicle-delay will result in a nominal effect, resulting in an increase of less than 1-second in vehicle delay across all
intersections analyzed within the segment under consideration.

6.2  Proposed Conditions Segment Capacity Analysis
In addition, a roadway capacity analysis shows that the studied segment of Egret Lakes Circle will be able to sustain future traffic demands while operating at an acceptable level of service (LOS C) after the implementation of the road diet.

The capacity analysis adhered to FDOT standards for Concurrency Analysis in accordance with the Florida Department of Transportation 2020 Quality/Level of Service Generalized Service Volume Table 7 (Peak Hour Directional Volumes). The analysis was performed for the AM and the PM peak periods, for proposed conditions. Table 7 summarizes the results of the below calculations. For FDOT tables and related to
calculations, please refer to Appendix C.

Table 7: Proposed Segments Capacity Analysis as per the FDOT Generalized Tables

Egret Lakes Circle east of SW 153rd Path (AM)
Egret Lakes Circle east of SW 153rd Path (PM)

506
506

174
121

C
C

Proposed Conditions

Egret Lakes Circle west of SW 153rd Ct (AM)
Egret Lakes Circle west of SW 153rd Ct (PM)

506
506

86
136

C
C

7.0  Recommended Improvements
This traffic study documents the results of a traffic evaluation at the residential community of Venetian Isles in order to determine the feasibility to implement roadway streetscape improvements along Egret Lakes Circle. The effort included field observations, traffic volume data, Turning Movement Counts (TMCs), and traffic operational and capacity analysis, from which the following conclusions were determined:

The LOS analysis indicates that all studied intersections currently operate at an
acceptable level of service “A” in each approach during the highest AM and PM

CALTRAN Engineering Group, Inc.

Page 22

Scenario	Roadway (Period)	Segment Capacity	Traffic Volume	LOS

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

peak traffic demands. Consequently, a potential road diet along Egret Lakes Circle could be considered feasible for enhancing safety, calming traffic, and improving mobility and access for all road users.
It is recommended that the outer lane of Egret Lakes Circle be eliminated.
A raised sidepath is recommended to be accommodated to replace the outer lane along Egret Lakes Circle. This sidepath will offer a protected space for cyclists, reducing conflicts and potential accidents with motor vehicles.
In order to prevent illegal and dangerous maneuvers at the intersection of the Egret Lakes Circle, channelized directional islands are recommended.
It is recommended to replace the existing speed humps with speed humps that are in compliance with the Miami-Dade County design standards.
It is recommended to replace the existing speed humps situated west of SW 153rd










30th

Terrace, and east of SW 153rd Avenue with elevated

Path, west of SW

crosswalks designed to heighten pedestrian safety within the community.

Figure 8 below show recommended improvements for Venetian Isles Road network.

CALTRAN Engineering Group, Inc.

Page 23

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

Figure 8. Recommended Improvements at Egret Lakes Circle

CALTRAN Engineering Group, Inc.

Page 24

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

CALTRAN Engineering Group, Inc.

Page 25

County: Station: Description: Start Date:

99
1022
SN 22071859 09/05/2024
0000

Start

Time:

Direction: 2nd	3rd

E

Time

1st

4th

Total

0000
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300

5
2
0
1
1
4
10
51
45
22
17
20
24
32
23
21
23
24
31
24
28
9
9
5

2
0
1
0
2
4
18
42
26
17
15
25
15
23
26
38
21
25
19
27
22
13
8
0

6
1
1
0
1
4
25
36
23
18
29
18
29
14
24
29
22
20
34
32
16
10
7
4

1
2
1
1
1
7
45
34
17
30
14
17
19
20
20
31
26
24
29
20
12
13
9
5

14
5
3
2
5
19
98
163
111
87
75
80
87
89
93
119
92
93
113
103
78
45
33
14

24-Hour

Totals:

1621

Peak Volume

Information

Hour 645
1515
645

Volume
174
121
174

A.M.
P.M.
Daily

Generated by SPS

5.0.0.61

County: Station: Description: Start Date:

99
1023
SN 21102718 09/05/2024
0000

Start

Time:

Direction: 2nd	3rd

W

Time

1st

4th

Total

0000
0100
0200
0300
0400
0500
0600
0700
0800
0900
1000
1100
1200
1300
1400
1500
1600
1700
1800
1900
2000
2100
2200
2300

5
6
2
0
2
6
2
15
30
28
17
22
14
38
22
26
22
35
35
28
16
18
10
9

0
2
3
0
0
2
5
20
22
15
14
24
29
21
27
43
24
35
34
34
17
14
8
6

6
2
0
2
2
0
6
18
19
12
22
27
37
11
27
27
31
34
30
19
14
15
6
9

3
1
1
2
5
5
14
15
12
26
21
17
16
26
34
35
29
32
30
24
13
11
7
7

14
11
6
4
9
13
27
68
83
81
74
90
96
96
110
131
106
136
129
105
60
58
31
31

24-Hour

Totals:

1569

Peak Volume

Information

Hour 745
1700
1700

Volume
86
136
136

A.M.
P.M.
Daily

Generated by SPS

5.0.0.61

Egret Lakes Cir at SW 153rd Path
File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 1

Groups Printed- Vehicle - Trucks

08:00 AM
08:15 AM
08:30 AM
08:45 AM

0
0
0
0

0
0
2
0

0
0
0
0

0
0
0
0

0
0
2
0

0
0
0
0

0
0
0
0

0
0
0
0

20
12
10
4

20
12
10
4

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
1
1

24
13
12
12

3
11
5
3

27
24
18
16

47
36
30
20

Total

0

2

0

0

2

0

0

0

46

46

0

0

0

0

0

0

2

61

22

85

133

*** BREAK ***

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0
0
0
0

2
1
1
0

0
0
0
0

0
0
0
0

2
1
1
0

0
0
0
0

0
0
0
0

0
0
0
0

6
4
7
8

6
4
7
8

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

3
3
0
1

14
14
13
17

6
7
9
10

23
24
22
28

31
29
30
36

Total

0

4

0

0

4

0

0

0

25

25

0

0

0

0

0

0

7

58

32

97

126

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0
0
0
0

0
0
1
0

0
0
0
0

0
0
0
0

0
0
1
0

0
0
0
0

0
0
0
0

0
0
0
0

3
7
4
3

3
7
4
3

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

1
0
1
1

21
19
16
22

8
13
12
12

30
32
29
35

33
39
34
38

Total

0

1

0

0

1

0

0

0

17

17

0

0

0

0

0

0

3

78

45

126

144

Grand Total Apprch % Total %

0	10	0	0	10
0	100	0	0
0	1.7	0	0	1.7

0	0	0	142	142
0	0	0	100
0	0	0	24.5	24.5

0	0	0	0	0
0	0	0	0
0	0	0	0	0

0	15	301	112	428
0	3.5	70.3	26.2
0	2.6	51.9	19.3	73.8

580

Vehicle
% Vehicle

0	10	0	0	10
0	100	0	0	100

0	0	0	138	138
0	0	0	97.2	97.2

0	0	0	0	0
0	0	0	0	0

0	15	292	109	416
0	100	97	97.3	97.2

564
97.2

Trucks
% Trucks

0	0	0	0	0
0	0	0	0	0

0	0	0	4	4
0	0	0	2.8	2.8

0	0	0	0	0
0	0	0	0	0

0	0	9	3	12
0	0	3	2.7	2.8

16
2.8

SW 153rd Path Southbound

SW 153rd Path Northbound

Westbound

Egret Lakes Cir Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	2	0	0	2
0	1	0	0	1
0	0	0	0	0
0	0	0	0	0

0	0	0	23	23
0	0	0	10	10
0	0	0	10	10
0	0	0	11	11

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	25	4	29
0	1	32	7	40
0	2	24	0	26
0	0	23	2	25

54
51
36
36

Total

0	3	0	0	3

0	0	0	54	54

0	0	0	0	0

0	3	104	13	120

177

Egret Lakes Cir at SW 153rd Path
File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 2

SW 153rd Path

Out

In

Total

15
0

10
0

25
0

15

25

10

0
0

0
0

10
0

0

0

10

Right

Thru

Left

North

Left

Thru

Right

0
0

0
0

138
4

0

0

142

109
3

138
4

247
7

112

142

254

Out

In

Total

SW 153rd Path

Out 440
13
453

In

Total 440
13
453

0
0
0

0	0
0	0
0	0
Right  Thru

0
0
0

Left

Egret Lakes Cir

Out

In 416
12
428

Total 416
12
428

0
0
0

109
3
112
Right

292
9
301
Thru

15
0
15
Left

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Vehicle Trucks

Egret Lakes Cir at SW 153rd Path
File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	2	0	0	2
0	1	0	0	1
0	0	0	0	0
0	0	0	0	0

0	0	0	23	23
0	0	0	10	10
0	0	0	10	10
0	0	0	11	11

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	25	4	29
0	1	32	7	40
0	2	24	0	26
0	0	23	2	25

54
51
36
36

Total Volume
% App. Total

0	3	0	0	3
0	100	0	0

0	0	0	54	54
0	0	0	100

0	0	0	0	0
0	0	0	0

0	3	104	13	120
0	2.5	86.7	10.8

177

PHF

.000	.375	.000	.000	.375

.000	.000	.000	.587	.587

.000	.000	.000	.000	.000

.000	.375	.813	.464	.750

.819

Vehicle
% Vehicle
Trucks
% Trucks

0	3	0	0	3
0	100	0	0	100
0	0	0	0	0
0	0	0	0	0

0	0	0	54	54
0	0	0	100	100
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	3	103	12	118
0	100	99.0	92.3	98.3
0	0	1	1	2
0	0	1.0	7.7	1.7

175
98.9
2
1.1

SW 153rd Path Southbound

SW 153rd Path Northbound

Westbound

Egret Lakes Cir Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Path
File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 4

SW 153rd Path

Out	In

Total

3
0

3
0

6
0

3

6

3

0
0

0
0

3
0

0

0

3

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0
0

0
0

54
0

0

0

54

12
1

54
0

66
1

13

54

67

Out

In

Total

SW 153rd Path

Out 160
1
161

In

Total 160
1
161

0
0
0

0	0
0	0
0	0
Right  Thru

0
0
0

Left

Egret Lakes Cir

Out

In 118
2
120

Total 118
2
120

0
0
0

12
1
13
Right

103
1
104
Thru  Left

3
0
3

Peak Hour Begins at 07:00 AM
Vehicle Trucks

Egret Lakes Cir at SW 153rd Path
File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0	0	0	0	0
0	0	0	0	0
0	1	0	0	1
0	0	0	0	0

0	0	0	3	3
0	0	0	7	7
0	0	0	4	4
0	0	0	3	3

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	1	21	8	30
0	0	19	13	32
0	1	16	12	29
0	1	22	12	35

33
39
34
38

Total Volume
% App. Total

0	1	0	0	1
0	100	0	0

0	0	0	17	17
0	0	0	100

0	0	0	0	0
0	0	0	0

0	3	78	45	126
0	2.4	61.9	35.7

144

PHF

.000	.250	.000	.000	.250

.000	.000	.000	.607	.607

.000	.000	.000	.000	.000

.000	.750	.886	.865	.900

.923

Vehicle
% Vehicle
Trucks
% Trucks

0	1	0	0	1
0	100	0	0	100
0	0	0	0	0
0	0	0	0	0

0	0	0	17	17
0	0	0	100	100
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	3	77	45	125
0	100	98.7	100	99.2
0	0	1	0	1
0	0	1.3	0	0.8

143
99.3
1
0.7

SW 153rd Path Southbound

SW 153rd Path Northbound

Westbound

Egret Lakes Cir Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Path
File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 6

SW 153rd Path

Out	In

Total

3
0

1
0

4
0

3

4

1

0
0

0
0

1
0

0

0

1

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0
0

0
0

17
0

0

0

17

45
0

17
0

62
0

45

17

62

Out

In

Total

SW 153rd Path

Out
95
1
96

In

Total
95
1
96

0
0
0

0	0
0	0
0	0
Right  Thru

0
0
0

Left

Egret Lakes Cir

Out

In 125
1
126

Total 125
1
126

0
0
0

45
0
45
Right

77
1
78
Thru  Left

3
0
3

Peak Hour Begins at 05:00 PM
Vehicle Trucks

Egret Lakes Cir at SW 153rd Path

File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 1

Groups Printed- Trucks

*** BREAK ***
07:15 AM
*** BREAK ***
07:45 AM

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1

1

1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1

0

1

1

Total

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1

1

2

2

*** BREAK ***
08:30 AM
08:45 AM

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

1
0

1
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

2
1

0
0

2
1

3
1

Total

0

0

0

0

0

0

0

0

1

1

0

0

0

0

0

0

0

3

0

3

4

*** BREAK ***

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

1
0
0
2

1
0
0
2

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

2
1
0
1

0
0
1
1

2
1
1
2

3
1
1
4

Total

0

0

0

0

0

0

0

0

3

3

0

0

0

0

0

0

0

4

2

6

9

*** BREAK ***
05:45 PM

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1

0

1

1

Total

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1

0

1

1

Grand Total Apprch % Total %

0
0
0

0
0
0

0
0
0

0
0
0

0

0
0
0

0
0
0

0
0
0

4
100
25

4

0
0
0

0
0
0

0
0
0

0
0
0

0

0
0
0

0
0
0

9
75
56.2

3
25
18.8

12

16

0

25

0

75

SW 153rd Path Southbound

SW 153rd Path Northbound

Westbound

Egret Lakes Cir Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Path

File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 2

SW 153rd Path

Out	In

Total

0

0

0

0

Right

Thru

Left

North

Left

Thru

Right

0

0

4

4

Out

In

Total

SW 153rd Path

Out
13

In

Total
13

0

0	0	0
Right  Thru  Left

Egret Lakes Cir

Out

In

Total
12

0	12

3	9

0

Right  Thru	Left

7

3

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Trucks

0

0

Egret Lakes Cir at SW 153rd Path

File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM

07:45 AM
08:00 AM
08:15 AM
08:30 AM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	1	1

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	1	0	1
0	0	0	0	0
0	0	0	0	0
0	0	2	0	2

1
0
0
3

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	0	1	1
0	0	0	100

0	0	0	0	0
0	0	0	0

0	0	3	0	3
0	0	100	0

4

PHF

.000	.000	.000	.000	.000

.000	.000	.000	.250	.250

.000	.000	.000	.000	.000

.000	.000	.375	.000	.375

.333

SW 153rd Path Southbound

SW 153rd Path Northbound

Westbound

Egret Lakes Cir Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Path

File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 4

SW 153rd Path

Out	In

Total

0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

0

1

1

Out

In

Total

SW 153rd Path

Out

In

Total
4

4

0

0	0	0
Right  Thru  Left

Egret Lakes Cir

Out

In

Total
3

0

3

0	3	0
Right  Thru	Left

1

0

Peak Hour Begins at 07:45 AM
Trucks

0

0

Egret Lakes Cir at SW 153rd Path

File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	1	1
0	0	0	0	0
0	0	0	0	0
0	0	0	2	2

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	2	0	2
0	0	1	0	1
0	0	0	1	1
0	0	1	1	2

3
1
1
4

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	0	3	3
0	0	0	100

0	0	0	0	0
0	0	0	0

0	0	4	2	6
0	0	66.7	33.3

9

PHF

.000	.000	.000	.000	.000

.000	.000	.000	.375	.375

.000	.000	.000	.000	.000

.000	.000	.500	.500	.750

.563

SW 153rd Path Southbound

SW 153rd Path Northbound

Westbound

Egret Lakes Cir Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Path

File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 6

SW 153rd Path

Out	In

Total

0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

0

3

3

Out

In

Total

SW 153rd Path

Out

In

Total
7

7

0

0	0	0
Right  Thru  Left

Egret Lakes Cir

Out

In

Total
6

0

6

2	4	0
Right  Thru	Left

5

2

Peak Hour Begins at 04:00 PM
Trucks

0

0

Egret Lakes Cir at SW 153rd Path

File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 1

Groups Printed- Peds & Bikes

08:00 AM
08:15 AM
08:30 AM
08:45 AM

0
0
0
0

0
0
0
0

0
0
0
0

2
0
3
1

0
0
0
0

2
0
3
1

0
0
0
0

0
0
0
0

0
0
0
0

0
2
0
1

0
0
0
0

0
2
0
1

2
2
3
2

Total

0

0

0

6

0

6

0

0

0

3

0

3

9

*** BREAK ***

04:15 PM

0

0

0

2

0

2

0

1

1

0

0

0

3

*** BREAK ***

04:45 PM

1

0

1

1

0

1

1

0

1

0

0

0

3

Total

1

0

1

3

0

3

1

1

2

0

0

0

6

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

2
3
1
0

0
0
0
0

2
3
1
0

0
0
0
3

0
2
2
0

0
2
2
3

0
0
0
0

0
0
0
0

0
0
0
0

2
5
3
3

Total

0

0

0

6

0

6

3

4

7

0

0

0

13

Grand Total Apprch % Total %

12
100
24

0
0
0

12

20
100
40

0
0
0

20

7
58.3
14

5
41.7
10

12

6
100
12

0
0
0

6

50

24

40

24

12

SW 153rd Path Southbound

SW 153rd Path Northbound

Westbound

Egret Lakes Cir Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM
07:45 AM

4	0	4
2	0	2
2	0	2
3	0	3

0	0	0
0	0	0
3	0	3
2	0	2

0	0	0
1	0	1
1	0	1
1	0	1

0	0	0
0	0	0
3	0	3
0	0	0

4
3
9
6

Total

11	0	11

5	0	5

3	0	3

3	0	3

22

Egret Lakes Cir at SW 153rd Path

File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 2

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM
07:15 AM
07:30 AM
07:45 AM

4	0	4
2	0	2
2	0	2
3	0	3

0	0	0
0	0	0
3	0	3
2	0	2

0	0	0
1	0	1
1	0	1
1	0	1

0	0	0
0	0	0
3	0	3
0	0	0

4
3
9
6

Total Volume
% App. Total

11	0	11
100	0

5	0	5
100	0

3	0	3
100	0

3	0	3
100	0

22

PHF

.688	.000	.688

.417	.000	.417

.750	.000	.750

.250	.000	.250

.611

SW 153rd Path Southbound

SW 153rd Path Northbound

Westbound

Egret Lakes Cir Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Path

File Name Site Code Start Date Page No

: TMC-1 Egret Lakes Cir at SW 153rd Path
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM

04:45 PM
05:00 PM
05:15 PM
05:30 PM

1	0	1
0	0	0
0	0	0
0	0	0

1	0	1
2	0	2
3	0	3
1	0	1

1	0	1
0	0	0
0	2	2
0	2	2

0	0	0
0	0	0
0	0	0
0	0	0

3
2
5
3

Total Volume
% App. Total

1	0	1
100	0

7	0	7
100	0

1	4	5
20	80

0	0	0
0	0

13

PHF

.250	.000	.250

.583	.000	.583

.250	.500	.625

.000	.000	.000

.650

SW 153rd Path Southbound

SW 153rd Path Northbound

Westbound

Egret Lakes Cir Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 1

Groups Printed- Vehicle - Trucks

08:00 AM
08:15 AM
08:30 AM
08:45 AM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

39
22
22
15

6
1
1
0

45
23
23
15

0
0
0
0

0
0
0
0

0
0
0
0

14
13
8
6

14
13
8
6

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

59
36
31
21

Total

0

0

0

0

0

0

0

98

8

106

0

0

0

41

41

0

0

0

0

0

147

*** BREAK ***

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

15
9
14
15

6
10
7
10

21
19
21
25

0
0
0
0

0
0
0
0

0
0
0
0

6
7
7
11

6
7
7
11

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

27
26
28
36

Total

0

0

0

0

0

0

0

53

33

86

0

0

0

31

31

0

0

0

0

0

117

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

12
15
13
13

12
10
7
13

24
25
20
26

0
0
0
0

0
0
0
0

0
0
0
0

9
4
3
4

9
4
3
4

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

33
29
23
30

Total

0

0

0

0

0

0

0

53

42

95

0

0

0

20

20

0

0

0

0

0

115

Grand Total Apprch % Total %

0	0	0	0	0
0	0	0	0
0	0	0	0	0

0	0	344	103	447
0	0	77	23
0	0	58	17.4	75.4

0	0	0	146	146
0	0	0	100
0	0	0	24.6	24.6

0	0	0	0	0
0	0	0	0
0	0	0	0	0

593

Vehicle
% Vehicle

0	0	0	0	0
0	0	0	0	0

0	0	333	102	435
0	0	96.8	99	97.3

0	0	0	145	145
0	0	0	99.3	99.3

0	0	0	0	0
0	0	0	0	0

580
97.8

Trucks
% Trucks

0	0	0	0	0
0	0	0	0	0

0	0	11	1	12
0	0	3.2	1	2.7

0	0	0	1	1
0	0	0	0.7	0.7

0	0	0	0	0
0	0	0	0	0

13
2.2

Southbound

Egret Lakes Circle Northbound

SW 30th Terrace Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	47	2	49
0	0	36	7	43
0	0	29	6	35
0	0	28	5	33

0	0	0	21	21
0	0	0	10	10
0	0	0	15	15
0	0	0	8	8

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

70
53
50
41

Total

0	0	0	0	0

0	0	140	20	160

0	0	0	54	54

0	0	0	0	0

214

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 2

Out

In

Total

478
12

0
0

478
12

490

0

490

0
0

0
0

0
0

0

0

0

Right

Thru

Left

North

Left

Thru

Right

0
0

333
11

102
1

0

344

103

0
0

435
12

435
12

0

447

447

Out

In

Total

Egret Lakes Circle

SW 30th Terrace

Out

In 145
1
146

Total 247
2
249

102
1
103

145
1
146
Right

0
0
0
Thru

0
0
0

Left

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Vehicle Trucks

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	47	2	49
0	0	36	7	43
0	0	29	6	35
0	0	28	5	33

0	0	0	21	21
0	0	0	10	10
0	0	0	15	15
0	0	0	8	8

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

70
53
50
41

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	140	20	160
0	0	87.5	12.5

0	0	0	54	54
0	0	0	100

0	0	0	0	0
0	0	0	0

214

PHF

.000	.000	.000	.000	.000

.000	.000	.745	.714	.816

.000	.000	.000	.643	.643

.000	.000	.000	.000	.000

.764

Vehicle
% Vehicle
Trucks
% Trucks

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	139	20	159
0	0	99.3	100	99.4
0	0	1	0	1
0	0	0.7	0	0.6

0	0	0	54	54
0	0	0	100	100
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

213
99.5
1
0.5

Southbound

Egret Lakes Circle Northbound

SW 30th Terrace Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 4

Out

In

Total

193
1

0
0

193
1

194

0

194

0
0

0
0

0
0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0
0

139
1

20
0

0

140

20

0
0

159
1

159
1

0

160

160

Out

In

Total

Egret Lakes Circle

SW 30th Terrace

Out

In
54
0
54

Total
74
0
74

20
0
20

54
0
54
Right

0
0
0
Thru

0
0
0

Left

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

Peak Hour Begins at 07:00 AM
Vehicle Trucks

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:30 PM

04:30 PM
04:45 PM
05:00 PM
05:15 PM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	14	7	21
0	0	15	10	25
0	0	12	12	24
0	0	15	10	25

0	0	0	7	7
0	0	0	11	11
0	0	0	9	9
0	0	0	4	4

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

28
36
33
29

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	56	39	95
0	0	58.9	41.1

0	0	0	31	31
0	0	0	100

0	0	0	0	0
0	0	0	0

126

PHF

.000	.000	.000	.000	.000

.000	.000	.933	.813	.950

.000	.000	.000	.705	.705

.000	.000	.000	.000	.000

.875

Vehicle
% Vehicle
Trucks
% Trucks

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	54	38	92
0	0	96.4	97.4	96.8
0	0	2	1	3
0	0	3.6	2.6	3.2

0	0	0	30	30
0	0	0	96.8	96.8
0	0	0	1	1
0	0	0	3.2	3.2

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

122
96.8
4
3.2

Southbound

Egret Lakes Circle Northbound

SW 30th Terrace Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 6

Out

In

Total

84
3

0
0

84
3

87

0

87

0
0

0
0

0
0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0
0

54
2

38
1

0

56

39

0
0

92
3

92
3

0

95

95

Out

In

Total

Egret Lakes Circle

SW 30th Terrace

Out

In
30
1
31

Total
68
2
70

38
1
39

30
1
31
Right

0
0
0
Thru

0
0
0

Left

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

Peak Hour Begins at 04:30 PM
Vehicle Trucks

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 1

Groups Printed- Trucks

*** BREAK ***
07:45 AM

0

0

0

0

0

0

0

1

0

1

0

0

0

0

0

0

0

0

0

0

1

Total

0

0

0

0

0

0

0

1

0

1

0

0

0

0

0

0

0

0

0

0

1

*** BREAK ***
08:30 AM
08:45 AM

0
0

0
0

0
0

0
0

0
0

0
0

0
0

2
1

0
0

2
1

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

2
1

Total

0

0

0

0

0

0

0

3

0

3

0

0

0

0

0

0

0

0

0

0

3

*** BREAK ***

04:00 PM
04:15 PM
*** BREAK ***
04:45 PM

0
0

0
0

0
0

0
0

0
0

0
0

0
0

3
1

0
0

3
1

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

3
1

0

0

0

0

0

0

0

2

1

3

0

0

0

1

1

0

0

0

0

0

4

Total

0

0

0

0

0

0

0

6

1

7

0

0

0

1

1

0

0

0

0

0

8

*** BREAK ***
05:45 PM

0

0

0

0

0

0

0

1

0

1

0

0

0

0

0

0

0

0

0

0

1

Total

0

0

0

0

0

0

0

1

0

1

0

0

0

0

0

0

0

0

0

0

1

Grand Total Apprch % Total %

0
0
0

0
0
0

0
0
0

0
0
0

0

0
0
0

0
0
0

11
91.7
84.6

1
8.3
7.7

12

0
0
0

0
0
0

0
0
0

1
100
7.7

1

0
0
0

0
0
0

0
0
0

0
0
0

0

13

0

92.3

7.7

0

Southbound

Egret Lakes Circle Northbound

SW 30th Terrace Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 2

Out	In

Total

0

0

0

0

Right

Thru

Left

North

Left

Thru

Right

0

11

1

12

Out

In

Total

Egret Lakes Circle

SW 30th Terrace

Out

In

Total
2

1

1

1	0	0
Right  Thru  Left

Out

In

Total
0

0

0

0	0	0
Right  Thru	Left

12

0

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Trucks

12

12

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM

07:45 AM
08:00 AM
08:15 AM
08:30 AM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	1	0	1
0	0	0	0	0
0	0	0	0	0
0	0	2	0	2

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

1
0
0
2

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	3	0	3
0	0	100	0

0	0	0	0	0
0	0	0	0

0	0	0	0	0
0	0	0	0

3

PHF

.000	.000	.000	.000	.000

.000	.000	.375	.000	.375

.000	.000	.000	.000	.000

.000	.000	.000	.000	.000

.375

Southbound

Egret Lakes Circle Northbound

SW 30th Terrace Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 4

Out	In

Total

0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

3

0

3

Out

In

Total

Egret Lakes Circle

SW 30th Terrace

Out

In

Total
0

0

0

0	0	0
Right  Thru  Left

Out

In

Total
0

0

0

0	0	0
Right  Thru	Left

3

0

Peak Hour Begins at 07:45 AM
Trucks

3

3

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	3	0	3
0	0	1	0	1
0	0	0	0	0
0	0	2	1	3

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	1	1

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

3
1
0
4

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	6	1	7
0	0	85.7	14.3

0	0	0	1	1
0	0	0	100

0	0	0	0	0
0	0	0	0

8

PHF

.000	.000	.000	.000	.000

.000	.000	.500	.250	.583

.000	.000	.000	.250	.250

.000	.000	.000	.000	.000

.500

Southbound

Egret Lakes Circle Northbound

SW 30th Terrace Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 6

Out	In

Total

0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

6

1

7

Out

In

Total

Egret Lakes Circle

SW 30th Terrace

Out

In

Total
2

1

1

1	0	0
Right  Thru  Left

Out

In

Total
0

0

0

0	0	0
Right  Thru	Left

7

0

Peak Hour Begins at 04:00 PM
Trucks

7

7

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 1

Groups Printed- Peds & Bikes

*** BREAK ***

07:15 AM
07:30 AM
07:45 AM

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

1
2
4

0
0
0

1
2
4

0
0
0

0
0
0

0
0
0

1
2
4

Total

0

0

0

0

0

0

7

0

7

0

0

0

7

08:00 AM

0

0

0

0

0

0

2

0

2

0

0

0

2

*** BREAK ***

Total

0

0

0

0

0

0

2

0

2

0

0

0

2

*** BREAK ***

04:15 PM
04:30 PM

0
0

0
0

0
0

0
0

0
0

0
0

2
1

0
0

2
1

0
0

0
0

0
0

2
1

*** BREAK ***

Total

0

0

0

0

0

0

3

0

3

0

0

0

3

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

2
4
1
6

0
0
0
0

2
4
1
6

0
0
0
0

0
0
0
0

0
0
0
0

2
4
1
6

Total

0

0

0

0

0

0

13

0

13

0

0

0

13

Grand Total Apprch % Total %

0
0
0

0
0
0

0

0
0
0

0
0
0

0

25
100
100

0
0
0

25

0
0
0

0
0
0

0

25

0

0

100

0

Southbound

Egret Lakes Circle Northbound

SW 30th Terrace Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 2

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:15 AM

07:15 AM
07:30 AM
07:45 AM
08:00 AM

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

1	0	1
2	0	2
4	0	4
2	0	2

0	0	0
0	0	0
0	0	0
0	0	0

1
2
4
2

Total Volume
% App. Total

0	0	0
0	0

0	0	0
0	0

9	0	9
100	0

0	0	0
0	0

9

PHF

.000	.000	.000

.000	.000	.000

.563	.000	.563

.000	.000	.000

.563

Southbound

Egret Lakes Circle Northbound

SW 30th Terrace Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 30th Terrace

File Name Site Code Start Date Page No

: TMC-2 Egret Lakes Cir at SW 30th Terrace
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

2	0	2
4	0	4
1	0	1
6	0	6

0	0	0
0	0	0
0	0	0
0	0	0

2
4
1
6

Total Volume
% App. Total

0	0	0
0	0

0	0	0
0	0

13	0	13
100	0

0	0	0
0	0

13

PHF

.000	.000	.000

.000	.000	.000

.542	.000	.542

.000	.000	.000

.542

Southbound

Egret Lakes Circle Northbound

SW 30th Terrace Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 1

Groups Printed- Vehicle - Trucks

08:00 AM
08:15 AM
08:30 AM
08:45 AM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

19
13
11
7

31
22
17
13

50
35
28
20

0
0
0
0

0
0
0
0

0
0
0
0

5
9
8
1

5
9
8
1

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

55
44
36
21

Total

0

0

0

0

0

0

0

50

83

133

0

0

0

23

23

0

0

0

0

0

156

*** BREAK ***

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

8
6
7
6

15
10
13
20

23
16
20
26

0
0
0
0

0
0
0
0

0
0
0
0

15
15
12
14

15
15
12
14

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

38
31
32
40

Total

0

0

0

0

0

0

0

27

58

85

0

0

0

56

56

0

0

0

0

0

141

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

7
8
8
7

13
11
9
9

20
19
17
16

0
0
0
0

0
0
0
0

0
0
0
0

21
15
12
19

21
15
12
19

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

41
34
29
35

Total

0

0

0

0

0

0

0

30

42

72

0

0

0

67

67

0

0

0

0

0

139

Grand Total Apprch % Total %

0	0	0	0	0
0	0	0	0
0	0	0	0	0

0	0	199	283	482
0	0	41.3	58.7
0	0	29.9	42.5	72.4

0	0	0	184	184
0	0	0	100
0	0	0	27.6	27.6

0	0	0	0	0
0	0	0	0
0	0	0	0	0

666

Vehicle
% Vehicle

0	0	0	0	0
0	0	0	0	0

0	0	192	278	470
0	0	96.5	98.2	97.5

0	0	0	180	180
0	0	0	97.8	97.8

0	0	0	0	0
0	0	0	0	0

650
97.6

Trucks
% Trucks

0	0	0	0	0
0	0	0	0	0

0	0	7	5	12
0	0	3.5	1.8	2.5

0	0	0	4	4
0	0	0	2.2	2.2

0	0	0	0	0
0	0	0	0	0

16
2.4

Southbound

Egret Lakes Circle Northbound

SW 30th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	35	34	69
0	0	26	20	46
0	0	18	23	41
0	0	13	23	36

0	0	0	9	9
0	0	0	14	14
0	0	0	8	8
0	0	0	7	7

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

78
60
49
43

Total

0	0	0	0	0

0	0	92	100	192

0	0	0	38	38

0	0	0	0	0

230

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 2

Out

In

Total

372
11

0
0

372
11

383

0

383

0
0

0
0

0
0

0

0

0

Right

Thru

Left

North

Left

Thru

Right

0
0

192
7

278
5

0

199

283

0
0

470
12

470
12

0

482

482

Out

In

Total

Egret Lakes Circle

SW 30th Street In

Out

Total 458
9
467

278

180
4
184

5
283

180
4
184
Right

0
0
0
Thru

0
0
0

Left

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Vehicle Trucks

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	35	34	69
0	0	26	20	46
0	0	18	23	41
0	0	13	23	36

0	0	0	9	9
0	0	0	14	14
0	0	0	8	8
0	0	0	7	7

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

78
60
49
43

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	92	100	192
0	0	47.9	52.1

0	0	0	38	38
0	0	0	100

0	0	0	0	0
0	0	0	0

230

PHF

.000	.000	.000	.000	.000

.000	.000	.657	.735	.696

.000	.000	.000	.679	.679

.000	.000	.000	.000	.000

.737

Vehicle
% Vehicle
Trucks
% Trucks

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	91	100	191
0	0	98.9	100	99.5
0	0	1	0	1
0	0	1.1	0	0.5

0	0	0	38	38
0	0	0	100	100
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

229
99.6
1
0.4

Southbound

Egret Lakes Circle Northbound

SW 30th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 4

Out

In

Total

129
1

0
0

129
1

130

0

130

0
0

0
0

0
0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0
0

91
1

100
0

0

92

100

0
0

191
1

191
1

0

192

192

Out

In

Total

Egret Lakes Circle

SW 30th Street In

Out

Total 138
0
138

100

38
0
38

0
100

38
0
38
Right

0
0
0
Thru

0
0
0

Left

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

Peak Hour Begins at 07:00 AM
Vehicle Trucks

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:30 PM

04:30 PM
04:45 PM
05:00 PM
05:15 PM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	7	13	20
0	0	6	20	26
0	0	7	13	20
0	0	8	11	19

0	0	0	12	12
0	0	0	14	14
0	0	0	21	21
0	0	0	15	15

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

32
40
41
34

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	28	57	85
0	0	32.9	67.1

0	0	0	62	62
0	0	0	100

0	0	0	0	0
0	0	0	0

147

PHF

.000	.000	.000	.000	.000

.000	.000	.875	.713	.817

.000	.000	.000	.738	.738

.000	.000	.000	.000	.000

.896

Vehicle
% Vehicle
Trucks
% Trucks

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	27	55	82
0	0	96.4	96.5	96.5
0	0	1	2	3
0	0	3.6	3.5	3.5

0	0	0	62	62
0	0	0	100	100
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

144
98.0
3
2.0

Southbound

Egret Lakes Circle Northbound

SW 30th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 6

Out

In

Total

89
1

0
0

89
1

90

0

90

0
0

0
0

0
0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0
0

27
1

55
2

0

28

57

0
0

82
3

82
3

0

85

85

Out

In

Total

Egret Lakes Circle

SW 30th Street In

Out

Total 117
2
119

55

62
0
62

2
57

62
0
62
Right

0
0
0
Thru

0
0
0

Left

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

Peak Hour Begins at 04:30 PM
Vehicle Trucks

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 1

Groups Printed- Trucks

*** BREAK ***
07:30 AM
*** BREAK ***

0

0

0

0

0

0

0

1

0

1

0

0

0

0

0

0

0

0

0

0

1

Total

0

0

0

0

0

0

0

1

0

1

0

0

0

0

0

0

0

0

0

0

1

*** BREAK ***
08:30 AM
*** BREAK ***

0

0

0

0

0

0

0

2

1

3

0

0

0

1

1

0

0

0

0

0

4

Total

0

0

0

0

0

0

0

2

1

3

0

0

0

1

1

0

0

0

0

0

4

*** BREAK ***

04:00 PM
04:15 PM
*** BREAK ***
04:45 PM

0
0

0
0

0
0

0
0

0
0

0
0

0
0

1
1

1
1

2
2

0
0

0
0

0
0

2
0

2
0

0
0

0
0

0
0

0
0

0
0

4
2

0

0

0

0

0

0

0

1

2

3

0

0

0

0

0

0

0

0

0

0

3

Total

0

0

0

0

0

0

0

3

4

7

0

0

0

2

2

0

0

0

0

0

9

*** BREAK ***
05:30 PM
05:45 PM

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
1

0
0

0
1

0
0

0
0

0
0

1
0

1
0

0
0

0
0

0
0

0
0

0
0

1
1

Total

0

0

0

0

0

0

0

1

0

1

0

0

0

1

1

0

0

0

0

0

2

Grand Total Apprch % Total %

0
0
0

0
0
0

0
0
0

0
0
0

0

0
0
0

0
0
0

7
58.3
43.8

5
41.7
31.2

12

0
0
0

0
0
0

0
0
0

4
100
25

4

0
0
0

0
0
0

0
0
0

0
0
0

0

16

0

75

25

0

Southbound

Egret Lakes Circle Northbound

SW 30th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 2

Out	In

Total

0

0

0

0

Right

Thru

Left

North

Left

Thru

Right

0

7

5

12

Out

In

Total

Egret Lakes Circle

SW 30th Street In

Out

Total
9

5

4

4	0	0
Right  Thru  Left

Out

In

Total
0

0

0

0	0	0
Right  Thru	Left

12

0

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Trucks

11

11

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM

07:45 AM
08:00 AM
08:15 AM
08:30 AM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	2	1	3

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	1	1

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0
0
0
4

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	2	1	3
0	0	66.7	33.3

0	0	0	1	1
0	0	0	100

0	0	0	0	0
0	0	0	0

4

PHF

.000	.000	.000	.000	.000

.000	.000	.250	.250	.250

.000	.000	.000	.250	.250

.000	.000	.000	.000	.000

.250

Southbound

Egret Lakes Circle Northbound

SW 30th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 4

Out	In

Total

0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

2

1

3

Out

In

Total

Egret Lakes Circle

SW 30th Street In

Out

Total
2

1

1

1	0	0
Right  Thru  Left

Out

In

Total
0

0

0

0	0	0
Right  Thru	Left

3

0

Peak Hour Begins at 07:45 AM
Trucks

3

3

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	1	1	2
0	0	1	1	2
0	0	0	0	0
0	0	1	2	3

0	0	0	2	2
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

4
2
0
3

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	3	4	7
0	0	42.9	57.1

0	0	0	2	2
0	0	0	100

0	0	0	0	0
0	0	0	0

9

PHF

.000	.000	.000	.000	.000

.000	.000	.750	.500	.583

.000	.000	.000	.250	.250

.000	.000	.000	.000	.000

.563

Southbound

Egret Lakes Circle Northbound

SW 30th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 6

Out	In

Total

0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

3

4

7

Out

In

Total

Egret Lakes Circle

SW 30th Street In

Out

Total
6

4

2

2	0	0
Right  Thru  Left

Out

In

Total
0

0

0

0	0	0
Right  Thru	Left

7

0

Peak Hour Begins at 04:00 PM
Trucks

5

5

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 1

Groups Printed- Peds & Bikes

*** BREAK ***

07:45 AM

0

0

0

0

0

0

7

0

7

0

0

0

7

Total

0

0

0

0

0

0

7

0

7

0

0

0

7

08:00 AM
08:15 AM
08:30 AM
08:45 AM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

3
2
2
1

0
0
0
0

3
2
2
1

0
0
0
0

0
0
0
0

0
0
0
0

3
2
2
1

Total

0

0

0

0

0

0

8

0

8

0

0

0

8

*** BREAK ***

04:30 PM

0

0

0

0

0

0

1

0

1

0

0

0

1

*** BREAK ***

Total

0

0

0

0

0

0

1

0

1

0

0

0

1

*** BREAK ***

05:15 PM

0

0

0

0

0

0

1

0

1

0

0

0

1

*** BREAK ***

Total

0

0

0

0

0

0

1

0

1

0

0

0

1

Grand Total Apprch % Total %

0
0
0

0
0
0

0

0
0
0

0
0
0

0

17
100
100

0
0
0

17

0
0
0

0
0
0

0

17

0

0

100

0

Southbound

Egret Lakes Circle Northbound

SW 30th Street Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 2

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM

07:45 AM
08:00 AM
08:15 AM
08:30 AM

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

7	0	7
3	0	3
2	0	2
2	0	2

0	0	0
0	0	0
0	0	0
0	0	0

7
3
2
2

Total Volume
% App. Total

0	0	0
0	0

0	0	0
0	0

14	0	14
100	0

0	0	0
0	0

14

PHF

.000	.000	.000

.000	.000	.000

.500	.000	.500

.000	.000	.000

.500

Southbound

Egret Lakes Circle Northbound

SW 30th Street Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 30th Street

File Name Site Code Start Date Page No

: TMC-3 Egret Lakes Cir at SW 30th Street
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:30 PM

04:30 PM
04:45 PM
05:00 PM
05:15 PM

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

1	0	1
0	0	0
0	0	0
1	0	1

0	0	0
0	0	0
0	0	0
0	0	0

1
0
0
1

Total Volume
% App. Total

0	0	0
0	0

0	0	0
0	0

2	0	2
100	0

0	0	0
0	0

2

PHF

.000	.000	.000

.000	.000	.000

.500	.000	.500

.000	.000	.000

.500

Southbound

Egret Lakes Circle Northbound

SW 30th Street Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 1

Groups Printed- Vehicle - Trucks

08:00 AM
08:15 AM
08:30 AM
08:45 AM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

22
16
17
8

3
6
2
0

25
22
19
8

0
0
0
0

0
0
0
0

0
0
0
0

4
3
12
3

4
3
12
3

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

29
25
31
11

Total

0

0

0

0

0

0

0

63

11

74

0

0

0

22

22

0

0

0

0

0

96

*** BREAK ***

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

17
17
10
11

7
3
9
8

24
20
19
19

0
0
0
0

0
0
0
0

0
0
0
0

4
2
6
3

4
2
6
3

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

28
22
25
22

Total

0

0

0

0

0

0

0

55

27

82

0

0

0

15

15

0

0

0

0

0

97

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

13
11
15
16

14
13
6
10

27
24
21
26

0
0
0
0

0
0
0
0

0
0
0
0

3
1
6
8

3
1
6
8

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

30
25
27
34

Total

0

0

0

0

0

0

0

55

43

98

0

0

0

18

18

0

0

0

0

0

116

Grand Total Apprch % Total %

0	0	0	0	0
0	0	0	0
0	0	0	0	0

0	0	281	97	378
0	0	74.3	25.7
0	0	61.2	21.1	82.4

0	0	0	81	81
0	0	0	100
0	0	0	17.6	17.6

0	0	0	0	0
0	0	0	0
0	0	0	0	0

459

Vehicle
% Vehicle

0	0	0	0	0
0	0	0	0	0

0	0	271	96	367
0	0	96.4	99	97.1

0	0	0	80	80
0	0	0	98.8	98.8

0	0	0	0	0
0	0	0	0	0

447
97.4

Trucks
% Trucks

0	0	0	0	0
0	0	0	0	0

0	0	10	1	11
0	0	3.6	1	2.9

0	0	0	1	1
0	0	0	1.2	1.2

0	0	0	0	0
0	0	0	0	0

12
2.6

Southbound

Egret Lakes Circle Northbound

SW 29th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	38	4	42
0	0	35	4	39
0	0	19	5	24
0	0	16	3	19

0	0	0	10	10
0	0	0	6	6
0	0	0	3	3
0	0	0	7	7

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

52
45
27
26

Total

0	0	0	0	0

0	0	108	16	124

0	0	0	26	26

0	0	0	0	0

150

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 2

Out

In

Total

351
11

0
0

351
11

362

0

362

0
0

0
0

0
0

0

0

0

Right

Thru

Left

North

Left

Thru

Right

0
0

271
10

96
1

0

281

97

0
0

367
11

367
11

0

378

378

Out

In

Total

Egret Lakes Circle

SW 29th Street In

Out

Total 176
2
178

96

80
1
81

1
97

80
1
81
Right

0
0
0
Thru

0
0
0

Left

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Vehicle Trucks

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	38	4	42
0	0	35	4	39
0	0	19	5	24
0	0	16	3	19

0	0	0	10	10
0	0	0	6	6
0	0	0	3	3
0	0	0	7	7

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

52
45
27
26

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	108	16	124
0	0	87.1	12.9

0	0	0	26	26
0	0	0	100

0	0	0	0	0
0	0	0	0

150

PHF

.000	.000	.000	.000	.000

.000	.000	.711	.800	.738

.000	.000	.000	.650	.650

.000	.000	.000	.000	.000

.721

Vehicle
% Vehicle
Trucks
% Trucks

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	107	16	123
0	0	99.1	100	99.2
0	0	1	0	1
0	0	0.9	0	0.8

0	0	0	26	26
0	0	0	100	100
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

149
99.3
1
0.7

Southbound

Egret Lakes Circle Northbound

SW 29th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 4

Out

In

Total

133
1

0
0

133
1

134

0

134

0
0

0
0

0
0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0
0

107
1

16
0

0

108

16

0
0

123
1

123
1

0

124

124

Out

In

Total

Egret Lakes Circle

SW 29th Street In

Out

Total
42
0
42

16

26
0
26

0
16

26
0
26
Right

0
0
0
Thru

0
0
0

Left

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

Peak Hour Begins at 07:00 AM
Vehicle Trucks

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	13	14	27
0	0	11	13	24
0	0	15	6	21
0	0	16	10	26

0	0	0	3	3
0	0	0	1	1
0	0	0	6	6
0	0	0	8	8

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

30
25
27
34

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	55	43	98
0	0	56.1	43.9

0	0	0	18	18
0	0	0	100

0	0	0	0	0
0	0	0	0

116

PHF

.000	.000	.000	.000	.000

.000	.000	.859	.768	.907

.000	.000	.000	.563	.563

.000	.000	.000	.000	.000

.853

Vehicle
% Vehicle
Trucks
% Trucks

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	53	43	96
0	0	96.4	100	98.0
0	0	2	0	2
0	0	3.6	0	2.0

0	0	0	18	18
0	0	0	100	100
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

114
98.3
2
1.7

Southbound

Egret Lakes Circle Northbound

SW 29th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 6

Out

In

Total

71
2

0
0

71
2

73

0

73

0
0

0
0

0
0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0
0

53
2

43
0

0

55

43

0
0

96
2

96
2

0

98

98

Out

In

Total

Egret Lakes Circle

SW 29th Street In

Out

Total
61
0
61

43

18
0
18

0
43

18
0
18
Right

0
0
0
Thru

0
0
0

Left

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

Peak Hour Begins at 05:00 PM
Vehicle Trucks

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 1

Groups Printed- Trucks

*** BREAK ***
07:30 AM
*** BREAK ***

0

0

0

0

0

0

0

1

0

1

0

0

0

0

0

0

0

0

0

0

1

Total

0

0

0

0

0

0

0

1

0

1

0

0

0

0

0

0

0

0

0

0

1

*** BREAK ***
08:30 AM
*** BREAK ***

0

0

0

0

0

0

0

3

0

3

0

0

0

0

0

0

0

0

0

0

3

Total

0

0

0

0

0

0

0

3

0

3

0

0

0

0

0

0

0

0

0

0

3

*** BREAK ***

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

2
1
0
1

1
0
0
0

3
1
0
1

0
0
0
0

0
0
0
0

0
0
0
0

0
0
1
0

0
0
1
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

3
1
1
1

Total

0

0

0

0

0

0

0

4

1

5

0

0

0

1

1

0

0

0

0

0

6

*** BREAK ***
05:30 PM
05:45 PM

0
0

0
0

0
0

0
0

0
0

0
0

0
0

1
1

0
0

1
1

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

1
1

Total

0

0

0

0

0

0

0

2

0

2

0

0

0

0

0

0

0

0

0

0

2

Grand Total Apprch % Total %

0
0
0

0
0
0

0
0
0

0
0
0

0

0
0
0

0
0
0

10
90.9
83.3

1
9.1
8.3

11

0
0
0

0
0
0

0
0
0

1
100
8.3

1

0
0
0

0
0
0

0
0
0

0
0
0

0

12

0

91.7

8.3

0

Southbound

Egret Lakes Circle Northbound

SW 29th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 2

Out	In

Total

0

0

0

0

Right

Thru

Left

North

Left

Thru

Right

0

10

1

11

Out

In

Total

Egret Lakes Circle

SW 29th Street In

Out

Total
2

1

1

1	0	0
Right  Thru  Left

Out

In

Total
0

0

0

0	0	0
Right  Thru	Left

11

0

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Trucks

11

11

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM

07:45 AM
08:00 AM
08:15 AM
08:30 AM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	3	0	3

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0
0
0
3

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	3	0	3
0	0	100	0

0	0	0	0	0
0	0	0	0

0	0	0	0	0
0	0	0	0

3

PHF

.000	.000	.000	.000	.000

.000	.000	.250	.000	.250

.000	.000	.000	.000	.000

.000	.000	.000	.000	.000

.250

Southbound

Egret Lakes Circle Northbound

SW 29th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 4

Out	In

Total

0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

3

0

3

Out

In

Total

Egret Lakes Circle

SW 29th Street In

Out

Total
0

0

0

0	0	0
Right  Thru  Left

Out

In

Total
0

0

0

0	0	0
Right  Thru	Left

3

0

Peak Hour Begins at 07:45 AM
Trucks

3

3

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	2	1	3
0	0	1	0	1
0	0	0	0	0
0	0	1	0	1

0	0	0	0	0
0	0	0	0	0
0	0	0	1	1
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

3
1
1
1

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	4	1	5
0	0	80	20

0	0	0	1	1
0	0	0	100

0	0	0	0	0
0	0	0	0

6

PHF

.000	.000	.000	.000	.000

.000	.000	.500	.250	.417

.000	.000	.000	.250	.250

.000	.000	.000	.000	.000

.500

Southbound

Egret Lakes Circle Northbound

SW 29th Street Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 6

Out	In

Total

0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

4

1

5

Out

In

Total

Egret Lakes Circle

SW 29th Street In

Out

Total
2

1

1

1	0	0
Right  Thru  Left

Out

In

Total
0

0

0

0	0	0
Right  Thru	Left

5

0

Peak Hour Begins at 04:00 PM
Trucks

5

5

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 1

Groups Printed- Peds & Bikes

*** BREAK ***

07:30 AM
07:45 AM

0
0

0
0

0
0

0
0

0
0

0
0

3
5

0
0

3
5

0
0

0
0

0
0

3
5

Total

0

0

0

0

0

0

8

0

8

0

0

0

8

08:00 AM
08:15 AM
08:30 AM
08:45 AM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

2
2
2
2

0
0
0
0

2
2
2
2

0
0
0
0

0
0
0
0

0
0
0
0

2
2
2
2

Total

0

0

0

0

0

0

8

0

8

0

0

0

8

*** BREAK ***

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

1
2
1
2

0
0
0
0

1
2
1
2

0
0
0
0

0
0
0
0

0
0
0
0

1
2
1
2

Total

0

0

0

0

0

0

6

0

6

0

0

0

6

Grand Total Apprch % Total %

0
0
0

0
0
0

0

0
0
0

0
0
0

0

22
100
100

0
0
0

22

0
0
0

0
0
0

0

22

0

0

100

0

Southbound

Egret Lakes Circle Northbound

SW 29th Street Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 2

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM

07:30 AM
07:45 AM
08:00 AM
08:15 AM

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

3	0	3
5	0	5
2	0	2
2	0	2

0	0	0
0	0	0
0	0	0
0	0	0

3
5
2
2

Total Volume
% App. Total

0	0	0
0	0

0	0	0
0	0

12	0	12
100	0

0	0	0
0	0

12

PHF

.000	.000	.000

.000	.000	.000

.600	.000	.600

.000	.000	.000

.600

Southbound

Egret Lakes Circle Northbound

SW 29th Street Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (East)

File Name Site Code Start Date Page No

: TMC-4 Egret Lakes Cir at SW 29th Street (East)
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

1	0	1
2	0	2
1	0	1
2	0	2

0	0	0
0	0	0
0	0	0
0	0	0

1
2
1
2

Total Volume
% App. Total

0	0	0
0	0

0	0	0
0	0

6	0	6
100	0

0	0	0
0	0

6

PHF

.000	.000	.000

.000	.000	.000

.750	.000	.750

.000	.000	.000

.750

Southbound

Egret Lakes Circle Northbound

SW 29th Street Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 1

Groups Printed- Vehicle - Trucks

08:00 AM
08:15 AM
08:30 AM
08:45 AM

0
0
0
0

0
0
0
0

0
0
0
0

20
14
7
8

20
14
7
8

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

8
6
10
3

17
15
17
5

25
21
27
8

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

45
35
34
16

Total

0

0

0

49

49

0

0

0

0

0

0

0

27

54

81

0

0

0

0

0

130

*** BREAK ***

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

11
9
21
19

11
9
21
19

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

10
14
7
8

12
6
10
7

22
20
17
15

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

33
29
38
34

Total

0

0

0

60

60

0

0

0

0

0

0

0

39

35

74

0

0

0

0

0

134

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

22
24
22
20

22
24
22
20

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

10
9
13
13

8
5
9
9

18
14
22
22

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

40
38
44
42

Total

0

0

0

88

88

0

0

0

0

0

0

0

45

31

76

0

0

0

0

0

164

Grand Total Apprch % Total %

0	0	0	230	230
0	0	0	100
0	0	0	38.5	38.5

0	0	0	0	0
0	0	0	0
0	0	0	0	0

0	0	140	227	367
0	0	38.1	61.9
0	0	23.5	38	61.5

0	0	0	0	0
0	0	0	0
0	0	0	0	0

597

Vehicle
% Vehicle

0	0	0	226	226
0	0	0	98.3	98.3

0	0	0	0	0
0	0	0	0	0

0	0	133	223	356
0	0	95	98.2	97

0	0	0	0	0
0	0	0	0	0

582
97.5

Trucks
% Trucks

0	0	0	4	4
0	0	0	1.7	1.7

0	0	0	0	0
0	0	0	0	0

0	0	7	4	11
0	0	5	1.8	3

0	0	0	0	0
0	0	0	0	0

15
2.5

SW 153rd Ct Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	9	9
0	0	0	8	8
0	0	0	10	10
0	0	0	6	6

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	5	45	50
0	0	10	28	38
0	0	7	17	24
0	0	7	17	24

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

59
46
34
30

Total

0	0	0	33	33

0	0	0	0	0

0	0	29	107	136

0	0	0	0	0

169

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 2

SW 153rd Ct

Out

In

Total

223
4

226
4

449
8

227

230

457

226
4

0
0

0
0

230

0

0

Right

Thru

Left

North

Left

Thru

Right

0
0

0
0

0
0

0

0

0

0
0

0
0

0
0

0

0

0

Out

In

Total

Egret Lakes Cir In

Out

Total 356
11
367

0
0
0

356
11
367

223
4
227
Right

133
7
140
Thru

0
0
0

Left

Out 359
11
370

In

Total 359
11
370

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Vehicle Trucks

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	9	9
0	0	0	8	8
0	0	0	10	10
0	0	0	6	6

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	5	45	50
0	0	10	28	38
0	0	7	17	24
0	0	7	17	24

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

59
46
34
30

Total Volume
% App. Total

0	0	0	33	33
0	0	0	100

0	0	0	0	0
0	0	0	0

0	0	29	107	136
0	0	21.3	78.7

0	0	0	0	0
0	0	0	0

169

PHF

.000	.000	.000	.825	.825

.000	.000	.000	.000	.000

.000	.000	.725	.594	.680

.000	.000	.000	.000	.000

.716

Vehicle
% Vehicle
Trucks
% Trucks

0	0	0	31	31
0	0	0	93.9	93.9
0	0	0	2	2
0	0	0	6.1	6.1

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	28	106	134
0	0	96.6	99.1	98.5
0	0	1	1	2
0	0	3.4	0.9	1.5

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

165
97.6
4
2.4

SW 153rd Ct Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 4

SW 153rd Ct

Out

In

Total

106
1

31
2

137
3

107

33

140

31
2

0
0

0
0

33

0

0

Right

Thru

Left

Peak Hour Data

North

Left	Thru

Right

0
0

0
0

0
0

0

0

0

0
0

0
0

0
0

0

0

0

Out

In

Total

Egret Lakes Cir In

Out

Total 134
2
136

0
0
0

134
2
136

106
1
107
Right

28
1
29
Thru

0
0
0

Left

Out
59
3
62

In

Total
59
3
62

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

Peak Hour Begins at 07:00 AM
Vehicle Trucks

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0	0	0	22	22
0	0	0	24	24
0	0	0	22	22
0	0	0	20	20

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	10	8	18
0	0	9	5	14
0	0	13	9	22
0	0	13	9	22

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

40
38
44
42

Total Volume
% App. Total

0	0	0	88	88
0	0	0	100

0	0	0	0	0
0	0	0	0

0	0	45	31	76
0	0	59.2	40.8

0	0	0	0	0
0	0	0	0

164

PHF

.000	.000	.000	.917	.917

.000	.000	.000	.000	.000

.000	.000	.865	.861	.864

.000	.000	.000	.000	.000

.932

Vehicle
% Vehicle
Trucks
% Trucks

0	0	0	88	88
0	0	0	100	100
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	43	31	74
0	0	95.6	100	97.4
0	0	2	0	2
0	0	4.4	0	2.6

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

162
98.8
2
1.2

SW 153rd Ct Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 6

SW 153rd Ct

Out

In

Total

31
0

88
0

119
0

31

88

119

88
0

0
0

0
0

88

0

0

Right  Thru

Left

Peak Hour Data

North

Left	Thru

Right

0
0

0
0

0
0

0

0

0

0
0

0
0

0
0

0

0

0

Out

In

Total

Egret Lakes Cir In

Out

Total
74
2
76

0
0
0

74
2
76

31
0
31
Right

43
2
45
Thru

0
0
0

Left

Out 131
2
133

In

Total 131
2
133

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

Peak Hour Begins at 05:00 PM
Vehicle Trucks

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 1

Groups Printed- Trucks

*** BREAK ***

Total

0

0

0

2

2

0

0

0

0

0

0

0

1

1

2

0

0

0

0

0

4

*** BREAK ***
08:30 AM
*** BREAK ***

0

0

0

0

0

0

0

0

0

0

0

0

3

0

3

0

0

0

0

0

3

Total

0

0

0

0

0

0

0

0

0

0

0

0

3

0

3

0

0

0

0

0

3

*** BREAK ***

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
2

0
0
0
2

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

1
0
0
0

1
1
1
0

2
1
1
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

2
1
1
2

Total

0

0

0

2

2

0

0

0

0

0

0

0

1

3

4

0

0

0

0

0

6

*** BREAK ***
05:30 PM
05:45 PM

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

1
1

0
0

1
1

0
0

0
0

0
0

0
0

0
0

1
1

Total

0

0

0

0

0

0

0

0

0

0

0

0

2

0

2

0

0

0

0

0

2

Grand Total Apprch % Total %

0
0
0

0
0
0

0
0
0

4
100
26.7

4

0
0
0

0
0
0

0
0
0

0
0
0

0

0
0
0

0
0
0

7
63.6
46.7

4
36.4
26.7

11

0
0
0

0
0
0

0
0
0

0
0
0

0

15

26.7

0

73.3

0

SW 153rd Ct Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM

0	0	0	0	0
0	0	0	1	1
0	0	0	1	1

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	1	0	1
0	0	0	0	0
0	0	0	1	1

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

1
1
2

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 2

SW 153rd Ct

Out	In

Total

4

4

0

0

Right

Thru

Left

North

Left

Thru

Right

0

0

0

0

Out

In

Total

Egret Lakes Cir In
0	11

Out

Total
11

4	7
Right  Thru

0

Left

Out
11

In

Total
11

0

0	0	0
Right  Thru	Left

0

0

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Trucks

8

4

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	0	0
0	0	0	1	1
0	0	0	1	1
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	1	0	1
0	0	0	0	0
0	0	0	1	1
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

1
1
2
0

Total Volume
% App. Total

0	0	0	2	2
0	0	0	100

0	0	0	0	0
0	0	0	0

0	0	1	1	2
0	0	50	50

0	0	0	0	0
0	0	0	0

4

PHF

.000	.000	.000	.500	.500

.000	.000	.000	.000	.000

.000	.000	.250	.250	.500

.000	.000	.000	.000	.000

.500

SW 153rd Ct Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 4

SW 153rd Ct

Out	In

Total

2

2

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

0

0

0

Out

In

Total

Egret Lakes Cir In

Out

Total
2

0

2

1	1	0
Right  Thru  Left

Out

In

Total
3

3

0

0	0	0
Right  Thru	Left

0

0

Peak Hour Begins at 07:00 AM
Trucks

3

1

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	2	2

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	1	1	2
0	0	0	1	1
0	0	0	1	1
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

2
1
1
2

Total Volume
% App. Total

0	0	0	2	2
0	0	0	100

0	0	0	0	0
0	0	0	0

0	0	1	3	4
0	0	25	75

0	0	0	0	0
0	0	0	0

6

PHF

.000	.000	.000	.250	.250

.000	.000	.000	.000	.000

.000	.000	.250	.750	.500

.000	.000	.000	.000	.000

.750

SW 153rd Ct Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 6

SW 153rd Ct

Out	In

Total

2

2

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

0

0

0

Out

In

Total

Egret Lakes Cir In

Out

Total
4

0

4

3	1	0
Right  Thru  Left

Out

In

Total
3

3

0

0	0	0
Right  Thru	Left

0

0

Peak Hour Begins at 04:00 PM
Trucks

5

3

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 1

Groups Printed- Peds & Bikes

*** BREAK ***

Total

3

0

3

0

0

0

0

0

0

0

0

0

3

*** BREAK ***

08:15 AM

1

0

1

0

0

0

0

0

0

0

0

0

1

*** BREAK ***

08:45 AM

2

0

2

0

0

0

0

0

0

0

0

0

2

Total

3

0

3

0

0

0

0

0

0

0

0

0

3

*** BREAK ***

04:30 PM
04:45 PM

1
1

0
0

1
1

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

1
1

Total

2

0

2

0

0

0

0

0

0

0

0

0

2

05:00 PM
05:15 PM

3
2

0
0

3
2

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

3
2

*** BREAK ***

Total

5

0

5

0

0

0

0

0

0

0

0

0

5

Grand Total Apprch % Total %

13
100
100

0
0
0

13

0
0
0

0
0
0

0

0
0
0

0
0
0

0

0
0
0

0
0
0

0

13

100

0

0

0

SW 153rd Ct Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM

1	0	1
1	0	1
1	0	1

0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0

1
1
1

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 2

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM
07:15 AM
07:30 AM
07:45 AM

1	0	1
1	0	1
1	0	1
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

1
1
1
0

Total Volume
% App. Total

3	0	3
100	0

0	0	0
0	0

0	0	0
0	0

0	0	0
0	0

3

PHF

.750	.000	.750

.000	.000	.000

.000	.000	.000

.000	.000	.000

.750

SW 153rd Ct Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Ct

File Name Site Code Start Date Page No

: TMC-5 Egret Lakes Cir at SW 153rd Ct
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:30 PM

04:30 PM
04:45 PM
05:00 PM
05:15 PM

1	0	1
1	0	1
3	0	3
2	0	2

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

1
1
3
2

Total Volume
% App. Total

7	0	7
100	0

0	0	0
0	0

0	0	0
0	0

0	0	0
0	0

7

PHF

.583	.000	.583

.000	.000	.000

.000	.000	.000

.000	.000	.000

.583

SW 153rd Ct Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 1

Groups Printed- Vehicle - Trucks

08:00 AM
08:15 AM
08:30 AM
08:45 AM

0
0
0
0

0
0
0
0

0
0
0
0

8
4
4
6

8
4
4
6

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

13
13
10
7

14
6
6
5

27
19
16
12

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

35
23
20
18

Total

0

0

0

22

22

0

0

0

0

0

0

0

43

31

74

0

0

0

0

0

96

*** BREAK ***

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

4
6
2
5

4
6
2
5

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

11
17
20
20

9
8
8
9

20
25
28
29

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

24
31
30
34

Total

0

0

0

17

17

0

0

0

0

0

0

0

68

34

102

0

0

0

0

0

119

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0
0
0
0

0
0
0
0

0
0
0
0

2
5
4
3

2
5
4
3

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

24
23
22
27

9
10
12
5

33
33
34
32

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

35
38
38
35

Total

0

0

0

14

14

0

0

0

0

0

0

0

96

36

132

0

0

0

0

0

146

Grand Total Apprch % Total %

0	0	0	82	82
0	0	0	100
0	0	0	18.1	18.1

0	0	0	0	0
0	0	0	0
0	0	0	0	0

0	0	250	120	370
0	0	67.6	32.4
0	0	55.3	26.5	81.9

0	0	0	0	0
0	0	0	0
0	0	0	0	0

452

Vehicle
% Vehicle

0	0	0	82	82
0	0	0	100	100

0	0	0	0	0
0	0	0	0	0

0	0	243	117	360
0	0	97.2	97.5	97.3

0	0	0	0	0
0	0	0	0	0

442
97.8

Trucks
% Trucks

0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0

0	0	7	3	10
0	0	2.8	2.5	2.7

0	0	0	0	0
0	0	0	0	0

10
2.2

SW 153rd Avenue Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	7	7
0	0	0	5	5
0	0	0	7	7
0	0	0	10	10

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	9	6	15
0	0	16	3	19
0	0	11	5	16
0	0	7	5	12

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

22
24
23
22

Total

0	0	0	29	29

0	0	0	0	0

0	0	43	19	62

0	0	0	0	0

91

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 2

SW 153rd Avenue

Out

In

Total

117
3

82
0

199
3

120

82

202

82
0

0
0

0
0

82

0

0

Right

Thru

Left

North

Left

Thru

Right

0
0

0
0

0
0

0

0

0

0
0

0
0

0
0

0

0

0

Out

In

Total

Egret Lakes Cir In

Out

Total 360
10
370

0
0
0

360
10
370

117
3
120
Right

243
7
250
Thru

0
0
0

Left

Out 325
7
332

In

Total 325
7
332

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Vehicle Trucks

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:15 AM

07:15 AM
07:30 AM
07:45 AM
08:00 AM

0	0	0	5	5
0	0	0	7	7
0	0	0	10	10
0	0	0	8	8

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	16	3	19
0	0	11	5	16
0	0	7	5	12
0	0	13	14	27

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

24
23
22
35

Total Volume
% App. Total

0	0	0	30	30
0	0	0	100

0	0	0	0	0
0	0	0	0

0	0	47	27	74
0	0	63.5	36.5

0	0	0	0	0
0	0	0	0

104

PHF

.000	.000	.000	.750	.750

.000	.000	.000	.000	.000

.000	.000	.734	.482	.685

.000	.000	.000	.000	.000

.743

Vehicle
% Vehicle
Trucks
% Trucks

0	0	0	30	30
0	0	0	100	100
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	45	27	72
0	0	95.7	100	97.3
0	0	2	0	2
0	0	4.3	0	2.7

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

102
98.1
2
1.9

SW 153rd Avenue Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 4

SW 153rd Avenue

Out

In

Total

27
0

30
0

57
0

27

30

57

30
0

0
0

0
0

30

0

0

Right  Thru

Left

Peak Hour Data

North

Left	Thru

Right

0
0

0
0

0
0

0

0

0

0
0

0
0

0
0

0

0

0

Out

In

Total

Egret Lakes Cir In

Out

Total
72
2
74

0
0
0

72
2
74

27
0
27
Right

45
2
47
Thru

0
0
0

Left

Out
75
2
77

In

Total
75
2
77

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

Peak Hour Begins at 07:15 AM
Vehicle Trucks

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0	0	0	2	2
0	0	0	5	5
0	0	0	4	4
0	0	0	3	3

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	24	9	33
0	0	23	10	33
0	0	22	12	34
0	0	27	5	32

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

35
38
38
35

Total Volume
% App. Total

0	0	0	14	14
0	0	0	100

0	0	0	0	0
0	0	0	0

0	0	96	36	132
0	0	72.7	27.3

0	0	0	0	0
0	0	0	0

146

PHF

.000	.000	.000	.700	.700

.000	.000	.000	.000	.000

.000	.000	.889	.750	.971

.000	.000	.000	.000	.000

.961

Vehicle
% Vehicle
Trucks
% Trucks

0	0	0	14	14
0	0	0	100	100
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	95	35	130
0	0	99.0	97.2	98.5
0	0	1	1	2
0	0	1.0	2.8	1.5

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

144
98.6
2
1.4

SW 153rd Avenue Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 6

SW 153rd Avenue

Out

In

Total

35
1

14
0

49
1

36

14

50

14
0

0
0

0
0

14

0

0

Right  Thru

Left

Peak Hour Data

North

Left	Thru

Right

0
0

0
0

0
0

0

0

0

0
0

0
0

0
0

0

0

0

Out

In

Total

Egret Lakes Cir In

Out

Total 130
2
132

0
0
0

130
2
132

35
1
36
Right

95
1
96
Thru

0
0
0

Left

Out 109
1
110

In

Total 109
1
110

0
0
0

0	0
0	0
0	0

0
0
0

Right  Thru	Left

Peak Hour Begins at 05:00 PM
Vehicle Trucks

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 1

Groups Printed- Trucks

*** BREAK ***
07:30 AM
07:45 AM

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

1
1

0
0

1
1

0
0

0
0

0
0

0
0

0
0

1
1

Total

0

0

0

0

0

0

0

0

0

0

0

0

3

0

3

0

0

0

0

0

3

*** BREAK ***
08:30 AM
08:45 AM

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

1
1

1
1

0
0

0
0

0
0

0
0

0
0

1
1

Total

0

0

0

0

0

0

0

0

0

0

0

0

0

2

2

0

0

0

0

0

2

*** BREAK ***

04:00 PM
*** BREAK ***
04:45 PM

0

0

0

0

0

0

0

0

0

0

0

0

1

0

1

0

0

0

0

0

1

0

0

0

0

0

0

0

0

0

0

0

0

2

0

2

0

0

0

0

0

2

Total

0

0

0

0

0

0

0

0

0

0

0

0

3

0

3

0

0

0

0

0

3

*** BREAK ***
05:30 PM
05:45 PM

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
1

1
0

1
1

0
0

0
0

0
0

0
0

0
0

1
1

Total

0

0

0

0

0

0

0

0

0

0

0

0

1

1

2

0

0

0

0

0

2

Grand Total Apprch % Total %

0
0
0

0
0
0

0
0
0

0
0
0

0

0
0
0

0
0
0

0
0
0

0
0
0

0

0
0
0

0
0
0

7
70
70

3
30
30

10

0
0
0

0
0
0

0
0
0

0
0
0

0

10

0

0

100

0

SW 153rd Avenue Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

07:00 AM

0	0	0	0	0

0	0	0	0	0

0	0	1	0	1

0	0	0	0	0

1

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 2

SW 153rd Avenue

Out	In

Total

0

0

0

0

Right

Thru

Left

North

Left

Thru

Right

0

0

0

0

Out

In

Total

Egret Lakes Cir In
0	10

Out

Total
10

3	7
Right  Thru

0

Left

Out

In

Total
7

7

0

0	0	0
Right  Thru	Left

0

0

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Trucks

3

3

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	1	0	1
0	0	0	0	0
0	0	1	0	1
0	0	1	0	1

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

1
0
1
1

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	0	0	0
0	0	0	0

0	0	3	0	3
0	0	100	0

0	0	0	0	0
0	0	0	0

3

PHF

.000	.000	.000	.000	.000

.000	.000	.000	.000	.000

.000	.000	.750	.000	.750

.000	.000	.000	.000	.000

.750

SW 153rd Avenue Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 4

SW 153rd Avenue

Out	In

Total

0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

0

0

0

Out

In

Total

Egret Lakes Cir In

Out

Total
3

0

3

0	3	0
Right  Thru  Left

Out

In

Total
3

3

0

0	0	0
Right  Thru	Left

0

0

Peak Hour Begins at 07:00 AM
Trucks

0

0

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	1	0	1
0	0	0	0	0
0	0	0	0	0
0	0	2	0	2

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

1
0
0
2

Total Volume
% App. Total

0	0	0	0	0
0	0	0	0

0	0	0	0	0
0	0	0	0

0	0	3	0	3
0	0	100	0

0	0	0	0	0
0	0	0	0

3

PHF

.000	.000	.000	.000	.000

.000	.000	.000	.000	.000

.000	.000	.375	.000	.375

.000	.000	.000	.000	.000

.375

SW 153rd Avenue Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 6

SW 153rd Avenue

Out	In

Total

0

0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

0

0

0

Out

In

Total

Egret Lakes Cir In

Out

Total
3

0

3

0	3	0
Right  Thru  Left

Out

In

Total
3

3

0

0	0	0
Right  Thru	Left

0

0

Peak Hour Begins at 04:00 PM
Trucks

0

0

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 1

Groups Printed- Peds & Bikes

08:00 AM
08:15 AM
08:30 AM
08:45 AM

3
3
4
3

0
0
1
0

3
3
5
3

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

3
3
5
3

Total

13

1

14

0

0

0

0

0

0

0

0

0

14

*** BREAK ***

04:15 PM
04:30 PM
04:45 PM

1
2
3

0
0
0

1
2
3

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

1
2
3

Total

6

0

6

0

0

0

0

0

0

0

0

0

6

05:00 PM
05:15 PM
05:30 PM

2
1
4

1
0
0

3
1
4

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

3
1
4

*** BREAK ***

Total

7

1

8

0

0

0

0

0

0

0

0

0

8

Grand Total Apprch % Total %

36
94.7
94.7

2
5.3
5.3

38

0
0
0

0
0
0

0

0
0
0

0
0
0

0

0
0
0

0
0
0

0

38

100

0

0

0

SW 153rd Avenue Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM
07:45 AM

3	0	3
1	0	1
2	0	2
4	0	4

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

3
1
2
4

Total

10	0	10

0	0	0

0	0	0

0	0	0

10

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 2

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM

07:45 AM
08:00 AM
08:15 AM
08:30 AM

4	0	4
3	0	3
3	0	3
4	1	5

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

4
3
3
5

Total Volume
% App. Total

14	1	15
93.3	6.7

0	0	0
0	0

0	0	0
0	0

0	0	0
0	0

15

PHF

.875	.250	.750

.000	.000	.000

.000	.000	.000

.000	.000	.000

.750

SW 153rd Avenue Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 153rd Avenue

File Name Site Code Start Date Page No

: TMC-6 Egret Lakes Cir at SW 153rd Avenue
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM

04:45 PM
05:00 PM
05:15 PM
05:30 PM

3	0	3
2	1	3
1	0	1
4	0	4

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

3
3
1
4

Total Volume
% App. Total

10	1	11
90.9	9.1

0	0	0
0	0

0	0	0
0	0

0	0	0
0	0

11

PHF

.625	.250	.688

.000	.000	.000

.000	.000	.000

.000	.000	.000

.688

SW 153rd Avenue Southbound

Northbound

Egret Lakes Cir Westbound

Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 1

Groups Printed- Vehicle - Trucks

08:00 AM
08:15 AM
08:30 AM
08:45 AM

0
0
0
0

0
0
0
0

17
15
10
7

5
2
5
5

22
17
15
12

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

12
11
9
8

12
11
9
8

34
28
24
20

Total

0

0

49

17

66

0

0

0

0

0

0

0

0

0

0

0

0

0

40

40

106

*** BREAK ***

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0
0
0
0

0
0
0
0

11
20
16
20

3
5
5
5

14
25
21
25

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

11
5
6
10

11
5
6
10

25
30
27
35

Total

0

0

67

18

85

0

0

0

0

0

0

0

0

0

0

0

0

0

32

32

117

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0
0
0
0

0
0
0
0

19
27
24
28

6
4
4
3

25
31
28
31

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

0
0
0
0

8
8
7
9

8
8
7
9

33
39
35
40

Total

0

0

98

17

115

0

0

0

0

0

0

0

0

0

0

0

0

0

32

32

147

Grand Total Apprch % Total %

0	0	275	68	343
0	0	80.2	19.8
0	0	53.6	13.3	66.9

0	0	0	0	0
0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0
0	0	0	0	0

0	0	0	170	170
0	0	0	100
0	0	0	33.1	33.1

513

Vehicle
% Vehicle

0	0	272	65	337
0	0	98.9	95.6	98.3

0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0

0	0	0	165	165
0	0	0	97.1	97.1

502
97.9

Trucks
% Trucks

0	0	3	3	6
0	0	1.1	4.4	1.7

0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0

0	0	0	5	5
0	0	0	2.9	2.9

11
2.1

Egret Lakes Circle Southbound

Northbound

Westbound

SW 29th Street Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	13	4	17
0	0	19	4	23
0	0	16	3	19
0	0	13	5	18

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	19	19
0	0	0	22	22
0	0	0	11	11
0	0	0	14	14

36
45
30
32

Total

0	0	61	16	77

0	0	0	0	0

0	0	0	0	0

0	0	0	66	66

143

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 2

Egret Lakes Circle

Out

In

Total

0
0

337
6

337
6

0

343

343

65
3

272
3

0
0

68

275

0

Right

Thru

Left

North

Left

Thru

Right

0
0

0
0

0
0

0

0

0

437
8

0
0

437
8

445

0

445

Out

In

Total

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0
Right  Thru

0
0
0

Left

SW 29th Street

Out

In 165
5
170

Total 230
8
238

65
3
68

165
5
170
Right

0
0
0

0
0
0

Thru	Left

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Vehicle Trucks

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	13	4	17
0	0	19	4	23
0	0	16	3	19
0	0	13	5	18

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	19	19
0	0	0	22	22
0	0	0	11	11
0	0	0	14	14

36
45
30
32

Total Volume
% App. Total

0	0	61	16	77
0	0	79.2	20.8

0	0	0	0	0
0	0	0	0

0	0	0	0	0
0	0	0	0

0	0	0	66	66
0	0	0	100

143

PHF

.000	.000	.803	.800	.837

.000	.000	.000	.000	.000

.000	.000	.000	.000	.000

.000	.000	.000	.750	.750

.794

Vehicle
% Vehicle
Trucks
% Trucks

0	0	60	14	74
0	0	98.4	87.5	96.1
0	0	1	2	3
0	0	1.6	12.5	3.9

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	65	65
0	0	0	98.5	98.5
0	0	0	1	1
0	0	0	1.5	1.5

139
97.2
4
2.8

Egret Lakes Circle Southbound

Northbound

Westbound

SW 29th Street Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 4

Egret Lakes Circle

Out

In

Total

0
0

74
3

74
3

0

77

77

14
2

60
1

0
0

16

61

0

Right  Thru

Left

Peak Hour Data

North

Left	Thru

Right

0
0

0
0

0
0

0

0

0

125
2

0
0

125
2

127

0

127

Out

In

Total

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0
Right  Thru

0
0
0

Left

SW 29th Street

Out

In
65
1
66

Total
79
3
82

14
2
16

65
1
66
Right

0
0
0

0
0
0

Thru	Left

Peak Hour Begins at 07:00 AM
Vehicle Trucks

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM

05:00 PM
05:15 PM
05:30 PM
05:45 PM

0	0	19	6	25
0	0	27	4	31
0	0	24	4	28
0	0	28	3	31

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	8	8
0	0	0	8	8
0	0	0	7	7
0	0	0	9	9

33
39
35
40

Total Volume
% App. Total

0	0	98	17	115
0	0	85.2	14.8

0	0	0	0	0
0	0	0	0

0	0	0	0	0
0	0	0	0

0	0	0	32	32
0	0	0	100

147

PHF

.000	.000	.875	.708	.927

.000	.000	.000	.000	.000

.000	.000	.000	.000	.000

.000	.000	.000	.889	.889

.919

Vehicle
% Vehicle
Trucks
% Trucks

0	0	98	17	115
0	0	100	100	100
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	32	32
0	0	0	100	100
0	0	0	0	0
0	0	0	0	0

147
100
0
0

Egret Lakes Circle Southbound

Northbound

Westbound

SW 29th Street Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 6

Egret Lakes Circle

Out

In

Total

0
0

115
0

115
0

0

115

115

17
0

98
0

0
0

17

98

0

Right  Thru

Left

Peak Hour Data

North

Left	Thru

Right

0
0

0
0

0
0

0

0

0

130
0

0
0

130
0

130

0

130

Out

In

Total

Out

In

Total
0
0
0

0
0
0

0
0
0

0	0
0	0
0	0
Right  Thru

0
0
0

Left

SW 29th Street

Out

In
32
0
32

Total
49
0
49

17
0
17

32
0
32
Right

0
0
0

0
0
0

Thru	Left

Peak Hour Begins at 05:00 PM
Vehicle Trucks

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 1

Groups Printed- Trucks

*** BREAK ***

Total

0

0

1

2

3

0

0

0

0

0

0

0

0

0

0

0

0

0

1

1

4

*** BREAK ***
08:30 AM
08:45 AM

0
0

0
0

0
0

1
0

1
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

1
1

1
1

2
1

Total

0

0

0

1

1

0

0

0

0

0

0

0

0

0

0

0

0

0

2

2

3

*** BREAK ***

04:15 PM
04:30 PM
04:45 PM

0
0
0

0
0
0

0
0
2

0
0
0

0
0
2

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

1
1
0

1
1
0

1
1
2

Total

0

0

2

0

2

0

0

0

0

0

0

0

0

0

0

0

0

0

2

2

4

*** BREAK ***

Grand Total Apprch % Total %

0
0
0

0
0
0

3
50
27.3

3
50
27.3

6

0
0
0

0
0
0

0
0
0

0
0
0

0

0
0
0

0
0
0

0
0
0

0
0
0

0

0
0
0

0
0
0

0
0
0

5
100
45.5

5

11

54.5

0

0

45.5

Egret Lakes Circle Southbound

Northbound

Westbound

SW 29th Street Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM

0	0	0	1	1
0	0	0	1	1
0	0	1	0	1

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	1	1
0	0	0	0	0

1
2
1

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 2

Egret Lakes Circle

Out	In

Total

6

3

3

0

Right

Thru

Left

North

Left

Thru

Right

0

0

0

0

Out

In

Total

Out

In

Total
0

0

0

0	0	0
Right  Thru  Left

SW 29th Street

Out

In

Total
8

3

5

5	0	0
Right  Thru	Left

8

8

9/5/2024 07:00 AM
9/5/2024 05:45 PM
Trucks

6

0

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0	1	1
0	0	0	1	1
0	0	1	0	1
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	1	1
0	0	0	0	0
0	0	0	0	0

1
2
1
0

Total Volume
% App. Total

0	0	1	2	3
0	0	33.3	66.7

0	0	0	0	0
0	0	0	0

0	0	0	0	0
0	0	0	0

0	0	0	1	1
0	0	0	100

4

PHF

.000	.000	.250	.500	.750

.000	.000	.000	.000	.000

.000	.000	.000	.000	.000

.000	.000	.000	.250	.250

.500

Egret Lakes Circle Southbound

Northbound

Westbound

SW 29th Street Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 4

Egret Lakes Circle

Out	In

Total

3

2

1

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

0

0

0

Out

In

Total

Out

In

Total
0

0

0

0	0	0
Right  Thru  Left

SW 29th Street

Out

In

Total
3

2

1

1	0	0
Right  Thru	Left

2

2

Peak Hour Begins at 07:00 AM
Trucks

3

0

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 5

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:00 PM

04:00 PM
04:15 PM
04:30 PM
04:45 PM

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	2	0	2

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	0	0
0	0	0	0	0
0	0	0	0	0

0	0	0	0	0
0	0	0	1	1
0	0	0	1	1
0	0	0	0	0

0
1
1
2

Total Volume
% App. Total

0	0	2	0	2
0	0	100	0

0	0	0	0	0
0	0	0	0

0	0	0	0	0
0	0	0	0

0	0	0	2	2
0	0	0	100

4

PHF

.000	.000	.250	.000	.250

.000	.000	.000	.000	.000

.000	.000	.000	.000	.000

.000	.000	.000	.500	.500

.500

Egret Lakes Circle Southbound

Northbound

Westbound

SW 29th Street Eastbound

Start Time

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

U-Turns

Left

Thru

Right

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 6

Egret Lakes Circle

Out	In

Total

2

0

2

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

Right

0

0

0

0

Out

In

Total

Out

In

Total
0

0

0

0	0	0
Right  Thru  Left

SW 29th Street

Out

In

Total
2

0

2

2	0	0
Right  Thru	Left

4

4

Peak Hour Begins at 04:00 PM
Trucks

2

0

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 1

Groups Printed- Peds & Bikes

*** BREAK ***

08:15 AM
08:30 AM
08:45 AM

1
0
0

0
0
0

1
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

0
0
0

4
6
2

0
0
0

4
6
2

5
6
2

Total

1

0

1

0

0

0

0

0

0

12

0

12

13

*** BREAK ***

04:30 PM
04:45 PM

1
2

0
0

1
2

0
0

0
0

0
0

0
0

0
0

0
0

0
1

0
0

0
1

1
3

Total

3

0

3

0

0

0

0

0

0

1

0

1

4

05:00 PM
05:15 PM
05:30 PM

0
2
0

0
0
0

0
2
0

1
0
0

0
0
0

1
0
0

0
0
0

0
0
0

0
0
0

1
3
2

0
0
0

1
3
2

2
5
2

*** BREAK ***

Total

2

0

2

1

0

1

0

0

0

6

0

6

9

Grand Total Apprch % Total %

6
100
18.2

0
0
0

6

4
100
12.1

0
0
0

4

0
0
0

0
0
0

0

23
100
69.7

0
0
0

23

33

18.2

12.1

0

69.7

Egret Lakes Circle Southbound

Northbound

Westbound

SW 29th Street Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

07:00 AM
07:15 AM
07:30 AM
07:45 AM

0	0	0
0	0	0
0	0	0
0	0	0

1	0	1
1	0	1
0	0	0
1	0	1

0	0	0
0	0	0
0	0	0
0	0	0

0	0	0
1	0	1
2	0	2
1	0	1

1
2
2
2

Total

0	0	0

3	0	3

0	0	0

4	0	4

7

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 2

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:45 AM

07:45 AM
08:00 AM
08:15 AM
08:30 AM

0	0	0
0	0	0
1	0	1
0	0	0

1	0	1
0	0	0
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

1	0	1
0	0	0
4	0	4
6	0	6

2
0
5
6

Total Volume
% App. Total

1	0	1
100	0

1	0	1
100	0

0	0	0
0	0

11	0	11
100	0

13

PHF

.250	.000	.250

.250	.000	.250

.000	.000	.000

.458	.000	.458

.542

Egret Lakes Circle Southbound

Northbound

Westbound

SW 29th Street Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

Egret Lakes Cir at SW 29th Street (West)

File Name Site Code Start Date Page No

: TMC-7 Egret Lakes Cir at SW 29th Street (West)
: 00000000
: 9/5/2024
: 3

Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 04:45 PM

04:45 PM
05:00 PM
05:15 PM
05:30 PM

2	0	2
0	0	0
2	0	2
0	0	0

0	0	0
1	0	1
0	0	0
0	0	0

0	0	0
0	0	0
0	0	0
0	0	0

1	0	1
1	0	1
3	0	3
2	0	2

3
2
5
2

Total Volume
% App. Total

4	0	4
100	0

1	0	1
100	0

0	0	0
0	0

7	0	7
100	0

12

PHF

.500	.000	.500

.250	.000	.250

.000	.000	.000

.583	.000	.583

.600

Egret Lakes Circle Southbound

Northbound

Westbound

SW 29th Street Eastbound

Start Time

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Peds

Bikes

App. Total

Int. Total

(West)

AM

PM

Egret Lakes Cir at SW 153rd Path

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Egret Lakes Cir at SW 153rd Path

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Category

Value

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Category

Value

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

RAW TMC

7:00-8:00

3

0

0

0

0

54

0

0

0

3

104

13

RAW TMC

5:00-6:00

1

0

0

0

0

17

0

0

0

3

78

45

SF

1.02

4

0

0

0

0

56

0

0

0

4

107

14

SF

1.02

2

0

0

0

0

18

0

0

0

4

80

46

GF

1

4

0

0

0

0

56

0

0

0

4

107

14

GF

1

2

0

0

0

0

18

0

0

0

4

80

46

Trip Gen & Dist.

Trip Gen & Dist.

Existing

4

0

0

0

0

56

0

0

0

4

107

14

Existing

2

0

0

0

0

18

0

0

0

4

80

46

4
4

0
0

0
0

0
0

0
0

56
56

0
0

0
0

0
0

4
4

107
107

14
14

2
2

0
0

0
0

0
0

0
0

18
18

0
0

0
0

0
0

4
4

80
80

46
46

Future

Future

AM

PM

Egret Lakes Cir at SW 30th Terrace

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Egret Lakes Cir at SW 30th Terrace

Factors Applied

Southbound

Northbound

Westbound

Eastbound

RAW TMC

7:00-8:00

0

0

0

0

140

20

0

0

54

0

0

0

RAW TMC

4:30-5:30

0

0

0

0

56

39

0

0

31

0

0

0

SF

1.02

0

0

0

0

143

21

0

0

56

0

0

0

SF

1.02

0

0

0

0

58

40

0

0

32

0

0

0

GF

1

0

0

0

0

143

21

0

0

56

0

0

0

GF

1

0

0

0

0

58

40

0

0

32

0

0

0

Trip Gen & Dist.

Trip Gen & Dist.

Existing

0

0

0

0

143

21

0

0

56

0

0

0

Existing

0

0

0

0

58

40

0

0

32

0

0

0

0
0

0
0

0
0

0
0

143
143

21
21

0
0

0
0

56
56

0
0

0
0

0
0

0
0

0
0

0
0

0
0

58
58

40
40

0
0

0
0

32
32

0
0

0
0

0
0

Future

Future

Future + Trips

0

0

0

0

143

21

0

0

56

0

0

0

Future + Trips

0

0

0

0

58

40

0

0

32

0

0

0

AM

PM

Egret Lakes Cir at SW 30th Street

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Egret Lakes Cir at SW 30th Street

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Category

Value

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Category

Value

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

RAW TMC

7:00-8:00

0

0

0

0

92

100

0

0

38

0

0

0

RAW TMC

4:30-5:30

0

0

0

0

28

57

0

0

62

0

0

0

SF

1.02

0

0

0

0

94

102

0

0

39

0

0

0

SF

1.02

0

0

0

0

29

59

0

0

64

0

0

0

GF

1

0

0

0

0

94

102

0

0

39

0

0

0

GF

1

0

0

0

0

29

59

0

0

64

0

0

0

Trip Gen & Dist.

Trip Gen & Dist.

Existing

0

0

0

0

94

102

0

0

39

0

0

0

Existing

0

0

0

0

29

59

0

0

64

0

0

0

0

0

0

0

94

102

0

0

39

0

0

0

0

0

0

0

29

59

0

0

64

0

0

0

Future + Trips

0

0

0

0

94

102

0

0

39

0

0

0

Future + Trips

0

0

0

0

29

59

0

0

64

0

0

0

AM

PM

Egret Lakes Cir at SW 29th Street

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Egret Lakes Cir at SW 29th Street

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Category

Value

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Category

Value

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

RAW TMC

7:00-8:00

0

0

0

0

108

16

0

0

26

0

0

0

RAW TMC

5:00-6:00

0

0

0

0

55

43

0

0

18

0

0

0

SF

1.02

0

0

0

0

111

17

0

0

27

0

0

0

SF

1.02

0

0

0

0

57

44

0

0

19

0

0

0

GF

1

0

0

0

0

111

17

0

0

27

0

0

0

GF

1

0

0

0

0

57

44

0

0

19

0

0

0

Trip Gen & Dist.

Trip Gen & Dist.

0
0

0
0

0
0

0
0

111
111

17
17

0
0

0
0

27
27

0
0

0
0

0
0

0
0

0
0

0
0

0
0

57
57

44
44

0
0

0
0

19
19

0
0

0
0

0
0

Future

Future

Future + Trips

0

0

0

0

111

17

0

0

27

0

0

0

Future + Trips

0

0

0

0

57

44

0

0

19

0

0

0

AM

PM

Egret Lakes Cir at SW 153rd Ct

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Egret Lakes Cir at SW 153rd Ct

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Category

Value

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Category

Value

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

RAW TMC

7:00-8:00

0

0

33

0

0

0

0

29

107

0

0

0

RAW TMC

5:00-6:00

0

0

88

0

0

0

0

45

31

0

0

0

SF

1.02

0

0

34

0

0

0

0

30

110

0

0

0

SF

1.02

0

0

90

0

0

0

0

46

32

0

0

0

GF

1

0

0

34

0

0

0

0

30

110

0

0

0

GF

1

0

0

90

0

0

0

0

46

32

0

0

0

Trip Gen & Dist.

Trip Gen & Dist.

Existing

0

0

34

0

0

0

0

30

110

0

0

0

Existing

0

0

90

0

0

0

0

46

32

0

0

0

0
0

0
0

34
34

0
0

0
0

0
0

0
0

30
30

110
110

0
0

0
0

0
0

0
0

0
0

90
90

0
0

0
0

0
0

0
0

46
46

32
32

0
0

0
0

0
0

Future

Future

Future + Trips

0

0

34

0

0

0

0

30

110

0

0

0

Future + Trips

0

0

90

0

0

0

0

46

32

0

0

0

AM

PM

Egret Lakes Cir at SW 153rd Avenue

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Egret Lakes Cir at SW 153rd Avenue

Factors Applied

Southbound

Northbound

Westbound

Eastbound

RAW TMC

7:00-8:00

0

0

30

0

0

0

0

47

27

0

0

0

RAW TMC

5:00-6:00

0

0

14

0

0

0

0

96

36

0

0

0

SF

1.02

0

0

31

0

0

0

0

48

28

0

0

0

SF

1.02

0

0

15

0

0

0

0

98

37

0

0

0

GF

1

0

0

31

0

0

0

0

48

28

0

0

0

GF

1

0

0

15

0

0

0

0

98

37

0

0

0

Trip Gen & Dist.

Trip Gen & Dist.

Existing

0

0

31

0

0

0

0

48

28

0

0

0

Existing

0

0

15

0

0

0

0

98

37

0

0

0

0
0

0
0

31
31

0
0

0
0

0
0

0
0

48
48

28
28

0
0

0
0

0
0

0
0

0
0

15
15

0
0

0
0

0
0

0
0

98
98

37
37

0
0

0
0

0
0

Future

Future

Future + Trips

0

0

31

0

0

0

0

48

28

0

0

0

Future + Trips

0

0

15

0

0

0

0

98

37

0

0

0

AM

PM

Egret Lakes Cir at SW 29th Street (West)

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Egret Lakes Cir at SW 29th Street

Factors Applied

Southbound

Northbound

Westbound

Eastbound

Category

Value

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Category

Value

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

Left

Thru

Right

RAW TMC

7:00-8:00

0

61

16

0

0

0

0

0

0

0

0

66

RAW TMC

5:00-6:00

0

98

17

0

0

0

0

0

0

0

0

32

SF

1.02

0

63

17

0

0

0

0

0

0

0

0

68

SF

1.02

0

100

18

0

0

0

0

0

0

0

0

33

GF

1

0

63

17

0

0

0

0

0

0

0

0

68

GF

1

0

100

18

0

0

0

0

0

0

0

0

33

Trip Gen & Dist.

Trip Gen & Dist.

Existing

0

63

17

0

0

0

0

0

0

0

0

68

Existing

0

100

18

0

0

0

0

0

0

0

0

33

0
0

63
63

17
17

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

68
68

0
0

100
100

18
18

0
0

0
0

0
0

0
0

0
0

0
0

0
0

0
0

33
33

Future

Future

Future + Trips

0

63

17

0

0

0

0

0

0

0

0

68

Future + Trips

0

100

18

0

0

0

0

0

0

0

0

33

2023 PEAK SEASON FACTOR CATEGORY CATEGORY: 8701 MIAMI-DADE SOUTH

REPORT - REPORT TYPE: ALL
MOCF: 0.98

WEEK

DATES

SF

PSCF

================================================================================

1
2
3
4
5
* 6
* 7
* 8
* 9
*10
*11
*12
*13
*14
*15
*16
*17
*18 19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
* PEAK

01/01/2023
01/08/2023
01/15/2023
01/22/2023
01/29/2023
02/05/2023
02/12/2023
02/19/2023
02/26/2023
03/05/2023
03/12/2023
03/19/2023
03/26/2023
04/02/2023
04/09/2023
04/16/2023
04/23/2023
04/30/2023
05/07/2023
05/14/2023
05/21/2023
05/28/2023
06/04/2023
06/11/2023
06/18/2023
06/25/2023
07/02/2023
07/09/2023
07/16/2023
07/23/2023
07/30/2023
08/06/2023
08/13/2023
08/20/2023
08/27/2023
09/03/2023
09/10/2023
09/17/2023
09/24/2023
10/01/2023
10/08/2023
10/15/2023
10/22/2023
10/29/2023
11/05/2023
11/12/2023
11/19/2023
11/26/2023
12/03/2023
12/10/2023
12/17/2023
12/24/2023
12/31/2023
SEASON

-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-

01/07/2023
01/14/2023
01/21/2023
01/28/2023
02/04/2023
02/11/2023
02/18/2023
02/25/2023
03/04/2023
03/11/2023
03/18/2023
03/25/2023
04/01/2023
04/08/2023
04/15/2023
04/22/2023
04/29/2023
05/06/2023
05/13/2023
05/20/2023
05/27/2023
06/03/2023
06/10/2023
06/17/2023
06/24/2023
07/01/2023
07/08/2023
07/15/2023
07/22/2023
07/29/2023
08/05/2023
08/12/2023
08/19/2023
08/26/2023
09/02/2023
09/09/2023
09/16/2023
09/23/2023
09/30/2023
10/07/2023
10/14/2023
10/21/2023
10/28/2023
11/04/2023
11/11/2023
11/18/2023
11/25/2023
12/02/2023
12/09/2023
12/16/2023
12/23/2023
12/30/2023
12/31/2023

1.02
1.01
1.00
0.99
0.98
0.97
0.97
0.97
0.97
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.98
0.99
1.00
1.00
1.01
1.02
1.04
1.05
1.06
1.05
1.05
1.04
1.03
1.03
1.02
1.01
1.00
0.99
0.99
0.99
0.98
0.98
0.98
0.99
1.00
1.00
1.01
1.01
1.01
1.01
1.02
1.01
1.01
1.00

1.04
1.03
1.02
1.01
1.00
0.99
0.99
0.99
0.99
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.01
1.02
1.02
1.03
1.04
1.06
1.07
1.08
1.07
1.07
1.06
1.05
1.05
1.04
1.03
1.02
1.01
1.01
1.01
1.00
1.00
1.00
1.01
1.02
1.02
1.03
1.03
1.03
1.03
1.04
1.03
1.03
1.02

09-MAR-2024 18:41:41

830UPD

6_8701_PKSEASON.TXT

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

CALTRAN Engineering Group, Inc.

Page 26

HCM 6th TWSC - Existing Condition - AM
6: Egret Lakes Cir & SW 153rd Avenue

09/27/2024

Int Delay, s/veh

2.6

Lane Configurations

Future Vol, veh/h

0

0

48

28

0

31

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

-

-

-

-

0

Grade, %

-

0

0

-

0

-

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

0

-

67

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

-

-

3.32

Stage 1

-

-

0

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.043

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 1

HCM 95th %tile Q(veh)	-	-	0.1

HCM Control Delay (s)	-	-	8.9

Minor Lane/Major Mvmt	WBT WBR SBLn1

Capacity (veh/h)	-	-	969

Approach	WB	SB

HCM Control Delay, s	0	8.9

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	-	-	969

Stage 2	-	-	0	-

Pot Cap-1 Maneuver	-	-	0	983

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	-	-	6.94

Stage 1	-	-	-	-

Major/Minor	Major2	Minor2

Mvmt Flow	0	0	65	38	0	42

Peak Hour Factor	74	74	74	74	74	74

Veh in Median Storage, #	-	1	0	-	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	15	0	0

Traffic Vol, veh/h	0	0	48	28	0	31

Movement	EBL	EBT  WBT WBR	SBL  SBR

Intersection

HCM 6th TWSC - Existing Condition - AM
8: Egret Lakes Cir & SW 29th Street (East)

09/27/2024

Int Delay, s/veh

1.6

Lane Configurations

Future Vol, veh/h

0

27

111

17

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

1

1

1

1

1

1

Conflicting Flow All

-

101

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.31

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.04

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 2

HCM 95th %tile Q(veh)	-	-	0.1

HCM Control Delay (s)	-	-	9

Minor Lane/Major Mvmt	NBT  NBRWBLn1

Capacity (veh/h)	-	-	927

Approach	WB	NB

HCM Control Delay, s	9	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	927	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	938	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.92	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	38	154	24	0	0

Peak Hour Factor	72	72	72	72	72	72

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	12	0	0

Traffic Vol, veh/h	0	27	111	17	0	0

Movement	WBL WBR	NBT  NBR	SBL	SBT

Intersection

HCM 6th TWSC - Existing Condition - AM
9: SW 30th Street & Egret Lakes Cir

09/27/2024

Int Delay, s/veh

1.6

Lane Configurations

Future Vol, veh/h

0

39

94

102

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

1

1

1

1

1

1

Conflicting Flow All

-

147

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.31

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.061

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 3

HCM 95th %tile Q(veh)	-	-	0.2

HCM Control Delay (s)	-	-	9.4

Minor Lane/Major Mvmt	NBT  NBRWBLn1

Capacity (veh/h)	-	-	865

Approach	WB	NB

HCM Control Delay, s	9.4	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	865	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	877	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.92	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	53	127	138	0	0

Peak Hour Factor	74	74	74	74	74	74

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	14	0	0

Traffic Vol, veh/h	0	39	94	102	0	0

Movement	WBL WBR	NBT  NBR	SBL	SBT

Intersection

HCM 6th TWSC - Existing Condition - AM
12: Egret Lakes Cir & SW 30th Terrace

09/27/2024

Int Delay, s/veh

2.4

Lane Configurations

Future Vol, veh/h

0

56

143

21

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

1

1

1

1

1

1

Conflicting Flow All

-

117

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.31

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.081

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 4

HCM 95th %tile Q(veh)	-	-	0.3

HCM Control Delay (s)	-	-	9.3

Minor Lane/Major Mvmt	NET  NERNWLn1

Capacity (veh/h)	-	-	908

Approach	NW	NE

HCM Control Delay, s	9.3	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	908	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	916	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.92	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	74	188	28	0	0

Peak Hour Factor	76	76	76	76	76	76

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	9	0	0

Traffic Vol, veh/h	0	56	143	21	0	0

Movement	NWL NWR	NET  NER  SWL  SWT

Intersection

HCM 6th TWSC - Existing Condition - AM
15: Egret Lakes Cir & SW 153rd Ct

09/27/2024

Int Delay, s/veh

1.8

Lane Configurations

Future Vol, veh/h

0

0

30

110

0

34

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

-

-

-

-

0

Grade, %

-

0

0

-

0

-

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

0

-

101

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

-

-

3.32

Stage 1

-

-

0

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.051

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 5

HCM 95th %tile Q(veh)	-	-	0.2

HCM Control Delay (s)	-	-	9.1

Minor Lane/Major Mvmt	WBT WBR SBLn1

Capacity (veh/h)	-	-	932

Approach	WB	SB

HCM Control Delay, s	0	9.1

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	-	-	932

Stage 2	-	-	0	-

Pot Cap-1 Maneuver	-	-	0	935

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	-	-	6.94

Stage 1	-	-	-	-

Major/Minor	Major2	Minor2

Mvmt Flow	0	0	42	153	0	47

Peak Hour Factor	72	72	72	72	72	72

Veh in Median Storage, #	-	1	0	-	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	3	0	0

Traffic Vol, veh/h	0	0	30	110	0	34

Movement	EBL	EBT  WBT WBR	SBL  SBR

Intersection

HCM 6th TWSC - Existing Condition - AM
17: Egret Lakes Cir & SW 29th Street (West)

09/27/2024

Int Delay, s/veh

4.1

Lane Configurations

Future Vol, veh/h

0

68

0

0

63

17

Sign Control

Stop

Stop

Stop

Stop

Free

Free

Storage Length

-

0

-

-

-

-

Grade, %

0

-

-

0

0

-

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

63

-

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.32

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

0.088

-

-

HCM Lane LOS

A

-

-

Synchro 11 Report
Page 6

HCM 95th %tile Q(veh)	0.3	-	-

HCM Control Delay (s)	9	-	-

Minor Lane/Major Mvmt	EBLn1	SBT  SBR

Capacity (veh/h)	978	-	-

Approach	EB	SB

HCM Control Delay, s	9	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	978	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	988	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.94	-	-

Stage 1	-	-	-	-

Major/Minor	Minor2	Major2

Mvmt Flow	0	86	0	0	80	22

Peak Hour Factor	79	79	79	79	79	79

Veh in Median Storage, #  0	-	-	0	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	1	0	0	0	11

Traffic Vol, veh/h	0	68	0	0	63	17

Movement	EBL  EBR	NBL	NBT	SBT  SBR

Intersection

HCM 6th TWSC - Existing Condition - AM
19: SW 153rd Path & Egret Lakes Cir

09/27/2024

Int Delay, s/veh

3.1

Lane Configurations

Future Vol, veh/h

4

107

14

0

0

0

0

0

56

4

0

0

Sign Control

Free

Free

Free

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Storage Length

-

-

-

-

-

-

-

-

0

0

-

-

Grade, %

-

0

-

-

0

-

-

0

-

-

0

-

Heavy Vehicles, %

1

1

1

1

1

1

1

1

1

1

1

1

Conflicting Flow All

11

0

0

-

-

82

89

-

-

Stage 2

-

-

-

-

-

-

78

-

-

Critical Hdwy Stg 1

-

-

-

-

-

-

-

-

-

Follow-up Hdwy

2.21

-

-

-

-

3.31

3.51

-

-

Stage 1

-

-

-

0

0

-

-

0

0

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

-

-

815

-

-

Stage 2

-

-

-

-

-

-

857

-

-

HCM LOS

A

A

HCM Lane V/C Ratio

0.071

0.003

-

-

0.006

HCM Lane LOS

A

A

A

-

A

Synchro 11 Report
Page 7

HCM 95th %tile Q(veh)	0.2	0	-	-	0

HCM Control Delay (s)	9	7.3	0	-	9.4

Minor Lane/Major Mvmt	NBLn1	EBL	EBT  EBR SBLn1

Capacity (veh/h)	959  1597	-	-	815

Approach	EB	NB	SB

HCM Control Delay, s	0.2	9	9.4

Stage 1	-	-	-	-	-	-	-	-	-

Mov Cap-1 Maneuver  1597	-	-	-	-	959	815	-	-

Stage 2	-	-	-	0	0	-	925	0	0

Pot Cap-1 Maneuver	1614	-	-	0	0	964	889	0	0

Critical Hdwy Stg 2	-	-	-	-	-	-	6.52	-	-

Critical Hdwy	4.12	-	-	-	-	6.92	7.52	-	-

Stage 1	-	-	-	-	-	-	11	-	-

Major/Minor	Major1	Minor1	Minor2

Mvmt Flow	5	130	17	0	0	0	0	0	68	5	0	0

Peak Hour Factor	82	82	82	82	82	82	82	82	82	82	82	82

Veh in Median Storage, #	-	0	-	-	0	-	-	0	-	-	0	-

RT Channelized	-	- None	-	- None	-	- None	-	- None

Conflicting Peds, #/hr	11	0	5	5	0	11	3	0	3	3	0	3

Traffic Vol, veh/h	4	107	14	0	0	0	0	0	56	4	0	0

Movement	EBL	EBT  EBR  WBL  WBT WBR	NBL	NBT  NBR	SBL	SBT  SBR

Intersection

HCM 6th TWSC - Existing Condition - PM
6: Egret Lakes Cir & SW 153rd Avenue

09/27/2024

Int Delay, s/veh

0.9

Lane Configurations

Future Vol, veh/h

0

0

98

37

0

15

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

-

-

-

-

0

Grade, %

-

0

0

-

0

-

Heavy Vehicles, %

1

1

1

1

1

1

Conflicting Flow All

-

0

-

82

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

-

-

3.31

Stage 1

-

-

0

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.016

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 1

HCM 95th %tile Q(veh)	-	-	0.1

HCM Control Delay (s)	-	-	8.8

Minor Lane/Major Mvmt	WBT WBR SBLn1

Capacity (veh/h)	-	-	954

Approach	WB	SB

HCM Control Delay, s	0	8.8

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	-	-	954

Stage 2	-	-	0	-

Pot Cap-1 Maneuver	-	-	0	964

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	-	-	6.92

Stage 1	-	-	-	-

Major/Minor	Major2	Minor2

Mvmt Flow	0	0	102	39	0	16

Peak Hour Factor	96	96	96	96	96	96

Veh in Median Storage, #	-	1	0	-	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	11	0	0

Traffic Vol, veh/h	0	0	98	37	0	15

Movement	EBL	EBT  WBT WBR	SBL  SBR

Intersection

HCM 6th TWSC - Existing Condition - PM
8: Egret Lakes Cir & SW 29th Street (East)

09/27/2024

Int Delay, s/veh

1.4

Lane Configurations

Future Vol, veh/h

0

19

57

44

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

66

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.32

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.023

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 2

HCM 95th %tile Q(veh)	-	-	0.1

HCM Control Delay (s)	-	-	8.8

Minor Lane/Major Mvmt	NBT  NBRWBLn1

Capacity (veh/h)	-	-	978

Approach	WB	NB

HCM Control Delay, s	8.8	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	978	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	984	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.94	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	22	67	52	0	0

Peak Hour Factor	85	85	85	85	85	85

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	6	0	0

Traffic Vol, veh/h	0	19	57	44	0	0

Movement	WBL WBR	NBT  NBR	SBL	SBT

Intersection

HCM 6th TWSC - Existing Condition - PM
9: SW 30th Street & Egret Lakes Cir

09/27/2024

Int Delay, s/veh

3.7

Lane Configurations

Future Vol, veh/h

0

64

29

59

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

52

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.32

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.072

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 3

HCM 95th %tile Q(veh)	-	-	0.2

HCM Control Delay (s)	-	-	8.9

Minor Lane/Major Mvmt	NBT  NBRWBLn1

Capacity (veh/h)	-	-  1003

Approach	WB	NB

HCM Control Delay, s	8.9	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-  1003	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0  1005	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.94	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	72	33	66	0	0

Peak Hour Factor	89	89	89	89	89	89

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	2	0	0

Traffic Vol, veh/h	0	64	29	59	0	0

Movement	WBL WBR	NBT  NBR	SBL	SBT

Intersection

HCM 6th TWSC - Existing Condition - PM
12: Egret Lakes Cir & SW 30th Terrace

09/27/2024

Int Delay, s/veh

2.2

Lane Configurations

Future Vol, veh/h

0

32

58

40

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

3

3

3

3

3

3

Conflicting Flow All

-

70

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.33

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.038

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 4

HCM 95th %tile Q(veh)	-	-	0.1

HCM Control Delay (s)	-	-	8.9

Minor Lane/Major Mvmt	NET  NERNWLn1

Capacity (veh/h)	-	-	963

Approach	NW	NE

HCM Control Delay, s	8.9	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	963	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	975	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.96	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	37	67	46	0	0

Peak Hour Factor	87	87	87	87	87	87

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	13	0	0

Traffic Vol, veh/h	0	32	58	40	0	0

Movement	NWL NWR	NET  NER  SWL  SWT

Intersection

HCM 6th TWSC - Existing Condition - PM
15: Egret Lakes Cir & SW 153rd Ct

09/27/2024

Int Delay, s/veh

4.8

Lane Configurations

Future Vol, veh/h

0

0

46

32

0

90

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

-

-

-

-

0

Grade, %

-

0

0

-

0

-

Heavy Vehicles, %

1

1

1

1

1

1

Conflicting Flow All

-

0

-

49

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

-

-

3.31

Stage 1

-

-

0

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.096

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 5

HCM 95th %tile Q(veh)	-	-	0.3

HCM Control Delay (s)	-	-	9

Minor Lane/Major Mvmt	WBT WBR SBLn1

Capacity (veh/h)	-	-  1005

Approach	WB	SB

HCM Control Delay, s	0	9

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	-	-  1005

Stage 2	-	-	0	-

Pot Cap-1 Maneuver	-	-	0  1012

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	-	-	6.92

Stage 1	-	-	-	-

Major/Minor	Major2	Minor2

Mvmt Flow	0	0	49	34	0	97

Peak Hour Factor	93	93	93	93	93	93

Veh in Median Storage, #	-	1	0	-	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	7	0	0

Traffic Vol, veh/h	0	0	46	32	0	90

Movement	EBL	EBT  WBT WBR	SBL  SBR

Intersection

HCM 6th TWSC - Existing Condition - PM
17: Egret Lakes Cir & SW 29th Street (West)

09/27/2024

Int Delay, s/veh

1.9

Lane Configurations

Future Vol, veh/h

0

33

0

0

100

18

Sign Control

Stop

Stop

Stop

Stop

Free

Free

Storage Length

-

0

-

-

-

-

Grade, %

0

-

-

0

0

-

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

77

-

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.32

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

0.038

-

-

HCM Lane LOS

A

-

-

Synchro 11 Report
Page 6

HCM 95th %tile Q(veh)	0.1	-	-

HCM Control Delay (s)	8.9	-	-

Minor Lane/Major Mvmt	EBLn1	SBT  SBR

Capacity (veh/h)	958	-	-

Approach	EB	SB

HCM Control Delay, s	8.9	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	958	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	968	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.94	-	-

Stage 1	-	-	-	-

Major/Minor	Minor2	Major2

Mvmt Flow	0	36	0	0	110	20

Peak Hour Factor	91	91	91	91	91	91

Veh in Median Storage, #  0	-	-	0	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	1	0	0	0	11

Traffic Vol, veh/h	0	33	0	0	100	18

Movement	EBL  EBR	NBL	NBT	SBT  SBR

Intersection

HCM 6th TWSC - Existing Condition - PM
19: SW 153rd Path & Egret Lakes Cir

09/27/2024

Int Delay, s/veh

1.3

Lane Configurations

Future Vol, veh/h

4

80

46

0

0

0

0

0

18

2

0

0

Sign Control

Free

Free

Free

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Storage Length

-

-

-

-

-

-

-

-

0

0

-

-

Grade, %

-

0

-

-

0

-

-

0

-

-

0

-

Heavy Vehicles, %

1

1

1

1

1

1

1

1

1

1

1

1

Conflicting Flow All

1

0

0

-

-

81

58

-

-

Stage 2

-

-

-

-

-

-

57

-

-

Critical Hdwy Stg 1

-

-

-

-

-

-

-

-

-

Follow-up Hdwy

2.21

-

-

-

-

3.31

3.51

-

-

Stage 1

-

-

-

0

0

-

-

0

0

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

-

-

913

-

-

Stage 2

-

-

-

-

-

-

929

-

-

HCM LOS

A

A

HCM Lane V/C Ratio

0.02

0.003

-

-

0.002

HCM Lane LOS

A

A

A

-

A

Synchro 11 Report
Page 7

HCM 95th %tile Q(veh)	0.1	0	-	-	0

HCM Control Delay (s)	8.8	7.2	0	-	9

Minor Lane/Major Mvmt	NBLn1	EBL	EBT  EBR SBLn1

Capacity (veh/h)	960  1626	-	-	913

Approach	EB	NB	SB

HCM Control Delay, s	0.2	8.8	9

Stage 1	-	-	-	-	-	-	-	-	-

Mov Cap-1 Maneuver  1626	-	-	-	-	960	913	-	-

Stage 2	-	-	-	0	0	-	951	0	0

Pot Cap-1 Maneuver	1628	-	-	0	0	966	935	0	0

Critical Hdwy Stg 2	-	-	-	-	-	-	6.52	-	-

Critical Hdwy	4.12	-	-	-	-	6.92	7.52	-	-

Stage 1	-	-	-	-	-	-	1	-	-

Major/Minor	Major1	Minor1	Minor2

Mvmt Flow	4	87	50	0	0	0	0	0	20	2	0	0

Peak Hour Factor	92	92	92	92	92	92	92	92	92	92	92	92

Veh in Median Storage, #	-	0	-	-	0	-	-	0	-	-	0	-

RT Channelized	-	- None	-	- None	-	- None	-	- None

Conflicting Peds, #/hr	1	0	7	7	0	1	0	0	5	5	0	0

Traffic Vol, veh/h	4	80	46	0	0	0	0	0	18	2	0	0

Movement	EBL	EBT  EBR  WBL  WBT WBR	NBL	NBT  NBR	SBL	SBT  SBR

Intersection

HCM 6th TWSC - Proposed Conditions - AM
6: Egret Lakes Cir & SW 153rd Avenue

09/28/2024

Int Delay, s/veh

2.6

Lane Configurations

Future Vol, veh/h

0

0

48

28

0

31

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

-

-

-

-

0

Grade, %

-

0

0

-

0

-

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

0

-

99

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

-

-

3.318

Stage 1

-

-

0

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.044

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 1

HCM 95th %tile Q(veh)	-	-	0.1

HCM Control Delay (s)	-	-	9

Minor Lane/Major Mvmt	WBT WBR SBLn1

Capacity (veh/h)	-	-	943

Approach	WB	SB

HCM Control Delay, s	0	9

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	-	-	943

Stage 2	-	-	0	-

Pot Cap-1 Maneuver	-	-	0	957

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	-	-	6.22

Stage 1	-	-	-	-

Major/Minor	Major2	Minor2

Mvmt Flow	0	0	65	38	0	42

Peak Hour Factor	74	74	74	74	74	74

Veh in Median Storage, #	-	1	0	-	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	15	0	0

Traffic Vol, veh/h	0	0	48	28	0	31

Movement	EBL	EBT  WBT WBR	SBL  SBR

Intersection

HCM 6th TWSC - Proposed Conditions - AM
8: Egret Lakes Cir & SW 29th Street (East)

09/28/2024

Int Delay, s/veh

1.6

Lane Configurations

Future Vol, veh/h

0

27

111

17

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

1

1

1

1

1

1

Conflicting Flow All

-

178

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.309

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.044

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 2

HCM 95th %tile Q(veh)	-	-	0.1

HCM Control Delay (s)	-	-	9.4

Minor Lane/Major Mvmt	NBT  NBRWBLn1

Capacity (veh/h)	-	-	858

Approach	WB	NB

HCM Control Delay, s	9.4	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	858	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	868	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.21	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	38	154	24	0	0

Peak Hour Factor	72	72	72	72	72	72

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	12	0	0

Traffic Vol, veh/h	0	27	111	17	0	0

Movement	WBL WBR	NBT  NBR	SBL	SBT

Intersection

HCM 6th TWSC - Proposed Conditions - AM
9: SW 30th Street & Egret Lakes Cir

09/28/2024

Int Delay, s/veh

1.6

Lane Configurations

Future Vol, veh/h

0

39

94

102

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

1

1

1

1

1

1

Conflicting Flow All

-

210

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.309

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.064

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 3

HCM 95th %tile Q(veh)	-	-	0.2

HCM Control Delay (s)	-	-	9.7

Minor Lane/Major Mvmt	NBT  NBRWBLn1

Capacity (veh/h)	-	-	822

Approach	WB	NB

HCM Control Delay, s	9.7	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	822	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	833	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.21	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	53	127	138	0	0

Peak Hour Factor	74	74	74	74	74	74

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	14	0	0

Traffic Vol, veh/h	0	39	94	102	0	0

Movement	WBL WBR	NBT  NBR	SBL	SBT

Intersection

HCM 6th TWSC - Proposed Conditions - AM
12: Egret Lakes Cir & SW 30th Terrace

09/28/2024

Int Delay, s/veh

2.5

Lane Configurations

Future Vol, veh/h

0

56

143

21

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

1

1

1

1

1

1

Conflicting Flow All

-

211

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.309

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.089

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 4

HCM 95th %tile Q(veh)	-	-	0.3

HCM Control Delay (s)	-	-	9.8

Minor Lane/Major Mvmt	NET  NERNWLn1

Capacity (veh/h)	-	-	825

Approach	NW	NE

HCM Control Delay, s	9.8	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	825	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	832	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.21	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	74	188	28	0	0

Peak Hour Factor	76	76	76	76	76	76

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	9	0	0

Traffic Vol, veh/h	0	56	143	21	0	0

Movement	NWL NWR	NET  NER  SWL  SWT

Intersection

HCM 6th TWSC - Proposed Conditions - AM
15: Egret Lakes Cir & SW 153rd Ct

09/28/2024

Int Delay, s/veh

1.8

Lane Configurations

Future Vol, veh/h

0

0

30

110

0

34

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

-

-

-

-

0

Grade, %

-

0

0

-

0

-

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

0

-

122

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

-

-

3.318

Stage 1

-

-

0

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.051

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 5

HCM 95th %tile Q(veh)	-	-	0.2

HCM Control Delay (s)	-	-	9.1

Minor Lane/Major Mvmt	WBT WBR SBLn1

Capacity (veh/h)	-	-	926

Approach	WB	SB

HCM Control Delay, s	0	9.1

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	-	-	926

Stage 2	-	-	0	-

Pot Cap-1 Maneuver	-	-	0	929

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	-	-	6.22

Stage 1	-	-	-	-

Major/Minor	Major2	Minor2

Mvmt Flow	0	0	42	153	0	47

Peak Hour Factor	72	72	72	72	72	72

Veh in Median Storage, #	-	1	0	-	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	3	0	0

Traffic Vol, veh/h	0	0	30	110	0	34

Movement	EBL	EBT  WBT WBR	SBL  SBR

Intersection

HCM 6th TWSC - Proposed Conditions - AM
17: Egret Lakes Cir & SW 29th Street (West)

09/28/2024

Int Delay, s/veh

4.2

Lane Configurations

Future Vol, veh/h

0

68

0

0

63

17

Sign Control

Stop

Stop

Stop

Stop

Free

Free

Storage Length

-

0

-

-

-

-

Grade, %

0

-

-

0

0

-

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

103

-

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.318

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

0.091

-

-

HCM Lane LOS

A

-

-

Synchro 11 Report
Page 6

HCM 95th %tile Q(veh)	0.3	-	-

HCM Control Delay (s)	9.2	-	-

Minor Lane/Major Mvmt	EBLn1	SBT  SBR

Capacity (veh/h)	942	-	-

Approach	EB	SB

HCM Control Delay, s	9.2	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	942	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	952	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.22	-	-

Stage 1	-	-	-	-

Major/Minor	Minor2	Major2

Mvmt Flow	0	86	0	0	80	22

Peak Hour Factor	79	79	79	79	79	79

Veh in Median Storage, #  0	-	-	0	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	1	0	0	0	11

Traffic Vol, veh/h	0	68	0	0	63	17

Movement	EBL  EBR	NBL	NBT	SBT  SBR

Intersection

HCM 6th TWSC - Proposed Conditions - AM
19: SW 153rd Path & Egret Lakes Cir

09/28/2024

Int Delay, s/veh

3.2

Lane Configurations

Future Vol, veh/h

4

107

14

0

0

0

0

0

56

4

0

0

Sign Control

Free

Free

Free

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Storage Length

-

-

-

-

-

-

-

-

0

0

-

-

Grade, %

-

0

-

-

0

-

-

0

-

-

0

-

Heavy Vehicles, %

1

1

1

1

1

1

1

1

1

1

1

1

Conflicting Flow All

11

0

0

-

-

147

197

-

-

Stage 2

-

-

-

-

-

-

186

-

-

Critical Hdwy Stg 1

-

-

-

-

-

-

-

-

-

Follow-up Hdwy

2.209

-

-

-

-

3.309

3.509

-

-

Stage 1

-

-

-

0

0

-

-

0

0

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

-

-

697

-

-

Stage 2

-

-

-

-

-

-

754

-

-

HCM LOS

A

B

HCM Lane V/C Ratio

0.076

0.003

-

-

0.007

HCM Lane LOS

A

A

A

-

B

Synchro 11 Report
Page 7

HCM 95th %tile Q(veh)	0.2	0	-	-	0

HCM Control Delay (s)	9.3	7.3	0	-	10.2

Minor Lane/Major Mvmt	NBLn1	EBL	EBT  EBR SBLn1

Capacity (veh/h)	899  1598	-	-	697

Approach	EB	NB	SB

HCM Control Delay, s	0.2	9.3	10.2

Stage 1	-	-	-	-	-	-	-	-	-

Mov Cap-1 Maneuver  1598	-	-	-	-	899	697	-	-

Stage 2	-	-	-	0	0	-	818	0	0

Pot Cap-1 Maneuver	1615	-	-	0	0	903	764	0	0

Critical Hdwy Stg 2	-	-	-	-	-	-	6.11	-	-

Critical Hdwy	4.11	-	-	-	-	6.21	7.11	-	-

Stage 1	-	-	-	-	-	-	11	-	-

Major/Minor	Major1	Minor1	Minor2

Mvmt Flow	5	130	17	0	0	0	0	0	68	5	0	0

Peak Hour Factor	82	82	82	82	82	82	82	82	82	82	82	82

Veh in Median Storage, #	-	0	-	-	0	-	-	0	-	-	0	-

RT Channelized	-	- None	-	- None	-	- None	-	- None

Conflicting Peds, #/hr	11	0	5	5	0	11	3	0	3	3	0	3

Traffic Vol, veh/h	4	107	14	0	0	0	0	0	56	4	0	0

Movement	EBL	EBT  EBR  WBL  WBT WBR	NBL	NBT  NBR	SBL	SBT  SBR

Intersection

HCM 6th TWSC - Proposed Conditions - PM
6: Egret Lakes Cir & SW 153rd Avenue

09/28/2024

Int Delay, s/veh

0.9

Lane Configurations

Future Vol, veh/h

0

0

98

37

0

15

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

-

-

-

-

0

Grade, %

-

0

0

-

0

-

Heavy Vehicles, %

1

1

1

1

1

1

Conflicting Flow All

-

0

-

133

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

-

-

3.309

Stage 1

-

-

0

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.017

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 1

HCM 95th %tile Q(veh)	-	-	0.1

HCM Control Delay (s)	-	-	9

Minor Lane/Major Mvmt	WBT WBR SBLn1

Capacity (veh/h)	-	-	909

Approach	WB	SB

HCM Control Delay, s	0	9

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	-	-	909

Stage 2	-	-	0	-

Pot Cap-1 Maneuver	-	-	0	919

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	-	-	6.21

Stage 1	-	-	-	-

Major/Minor	Major2	Minor2

Mvmt Flow	0	0	102	39	0	16

Peak Hour Factor	96	96	96	96	96	96

Veh in Median Storage, #	-	1	0	-	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	11	0	0

Traffic Vol, veh/h	0	0	98	37	0	15

Movement	EBL	EBT  WBT WBR	SBL  SBR

Intersection

HCM 6th TWSC - Proposed Conditions - PM
8: Egret Lakes Cir & SW 29th Street (East)

09/28/2024

Int Delay, s/veh

1.4

Lane Configurations

Future Vol, veh/h

0

19

57

44

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

99

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.318

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.023

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 2

HCM 95th %tile Q(veh)	-	-	0.1

HCM Control Delay (s)	-	-	8.9

Minor Lane/Major Mvmt	NBT  NBRWBLn1

Capacity (veh/h)	-	-	952

Approach	WB	NB

HCM Control Delay, s	8.9	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	952	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	957	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.22	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	22	67	52	0	0

Peak Hour Factor	85	85	85	85	85	85

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	6	0	0

Traffic Vol, veh/h	0	19	57	44	0	0

Movement	WBL WBR	NBT  NBR	SBL	SBT

Intersection

HCM 6th TWSC - Proposed Conditions - PM
9: SW 30th Street & Egret Lakes Cir

09/28/2024

Int Delay, s/veh

3.7

Lane Configurations

Future Vol, veh/h

0

64

29

59

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

68

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.318

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.072

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 3

HCM 95th %tile Q(veh)	-	-	0.2

HCM Control Delay (s)	-	-	8.9

Minor Lane/Major Mvmt	NBT  NBRWBLn1

Capacity (veh/h)	-	-	993

Approach	WB	NB

HCM Control Delay, s	8.9	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	993	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	995	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.22	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	72	33	66	0	0

Peak Hour Factor	89	89	89	89	89	89

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	2	0	0

Traffic Vol, veh/h	0	64	29	59	0	0

Movement	WBL WBR	NBT  NBR	SBL	SBT

Intersection

HCM 6th TWSC - Proposed Conditions - PM
12: Egret Lakes Cir & SW 30th Terrace

09/28/2024

Int Delay, s/veh

2.2

Lane Configurations

Future Vol, veh/h

0

32

58

40

0

0

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

0

-

-

-

-

Grade, %

0

-

0

-

-

0

Heavy Vehicles, %

3

3

3

3

3

3

Conflicting Flow All

-

103

0

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.327

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.039

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 4

HCM 95th %tile Q(veh)	-	-	0.1

HCM Control Delay (s)	-	-	9

Minor Lane/Major Mvmt	NET  NERNWLn1

Capacity (veh/h)	-	-	937

Approach	NW	NE

HCM Control Delay, s	9	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	937	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	949	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.23	-	-

Stage 1	-	-	-	-

Major/Minor	Minor1	Major1

Mvmt Flow	0	37	67	46	0	0

Peak Hour Factor	87	87	87	87	87	87

Veh in Median Storage, #  0	-	0	-	-	0

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	13	0	0

Traffic Vol, veh/h	0	32	58	40	0	0

Movement	NWL NWR	NET  NER  SWL  SWT

Intersection

HCM 6th TWSC - Proposed Conditions - PM
15: Egret Lakes Cir & SW 153rd Ct

09/28/2024

Int Delay, s/veh

4.9

Lane Configurations

Future Vol, veh/h

0

0

46

32

0

90

Sign Control

Stop

Stop

Free

Free

Stop

Stop

Storage Length

-

-

-

-

-

0

Grade, %

-

0

0

-

0

-

Heavy Vehicles, %

1

1

1

1

1

1

Conflicting Flow All

-

0

-

73

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

-

-

3.309

Stage 1

-

-

0

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

-

-

0.098

HCM Lane LOS

-

-

A

Synchro 11 Report
Page 5

HCM 95th %tile Q(veh)	-	-	0.3

HCM Control Delay (s)	-	-	9.1

Minor Lane/Major Mvmt	WBT WBR SBLn1

Capacity (veh/h)	-	-	985

Approach	WB	SB

HCM Control Delay, s	0	9.1

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	-	-	985

Stage 2	-	-	0	-

Pot Cap-1 Maneuver	-	-	0	992

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	-	-	6.21

Stage 1	-	-	-	-

Major/Minor	Major2	Minor2

Mvmt Flow	0	0	49	34	0	97

Peak Hour Factor	93	93	93	93	93	93

Veh in Median Storage, #	-	1	0	-	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	0	0	7	0	0

Traffic Vol, veh/h	0	0	46	32	0	90

Movement	EBL	EBT  WBT WBR	SBL  SBR

Intersection

HCM 6th TWSC - Proposed Conditions - PM
17: Egret Lakes Cir & SW 29th Street (West)

09/28/2024

Int Delay, s/veh

2

Lane Configurations

Future Vol, veh/h

0

33

0

0

100

18

Sign Control

Stop

Stop

Stop

Stop

Free

Free

Storage Length

-

0

-

-

-

-

Grade, %

0

-

-

0

0

-

Heavy Vehicles, %

2

2

2

2

2

2

Conflicting Flow All

-

132

-

0

Stage 2

-

-

-

-

Critical Hdwy Stg 1

-

-

-

-

Follow-up Hdwy

-

3.318

-

-

Stage 1

0

-

-

-

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

Stage 2

-

-

-

-

HCM LOS

A

HCM Lane V/C Ratio

0.04

-

-

HCM Lane LOS

A

-

-

Synchro 11 Report
Page 6

HCM 95th %tile Q(veh)	0.1	-	-

HCM Control Delay (s)	9.1	-	-

Minor Lane/Major Mvmt	EBLn1	SBT  SBR

Capacity (veh/h)	907	-	-

Approach	EB	SB

HCM Control Delay, s	9.1	0

Stage 1	-	-	-	-

Mov Cap-1 Maneuver	-	907	-	-

Stage 2	0	-	-	-

Pot Cap-1 Maneuver	0	917	-	-

Critical Hdwy Stg 2	-	-	-	-

Critical Hdwy	-	6.22	-	-

Stage 1	-	-	-	-

Major/Minor	Minor2	Major2

Mvmt Flow	0	36	0	0	110	20

Peak Hour Factor	91	91	91	91	91	91

Veh in Median Storage, #  0	-	-	0	0	-

RT Channelized	- None	- None	- None

Conflicting Peds, #/hr	0	1	0	0	0	11

Traffic Vol, veh/h	0	33	0	0	100	18

Movement	EBL  EBR	NBL	NBT	SBT  SBR

Intersection

HCM 6th TWSC - Proposed Conditions - PM
19: SW 153rd Path & Egret Lakes Cir

09/28/2024

Int Delay, s/veh

1.4

Lane Configurations

Future Vol, veh/h

4

80

46

0

0

0

0

0

18

2

0

0

Sign Control

Free

Free

Free

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Stop

Storage Length

-

-

-

-

-

-

-

-

0

0

-

-

Grade, %

-

0

-

-

0

-

-

0

-

-

0

-

Heavy Vehicles, %

1

1

1

1

1

1

1

1

1

1

1

1

Conflicting Flow All

1

0

0

-

-

124

136

-

-

Stage 2

-

-

-

-

-

-

135

-

-

Critical Hdwy Stg 1

-

-

-

-

-

-

-

-

-

Follow-up Hdwy

2.209

-

-

-

-

3.309

3.509

-

-

Stage 1

-

-

-

0

0

-

-

0

0

Platoon blocked, %

-

-

Mov Cap-2 Maneuver

-

-

-

-

-

-

817

-

-

Stage 2

-

-

-

-

-

-

850

-

-

HCM LOS

A

A

HCM Lane V/C Ratio

0.021

0.003

-

-

0.003

HCM Lane LOS

A

A

A

-

A

Synchro 11 Report
Page 7

HCM 95th %tile Q(veh)	0.1	0	-	-	0

HCM Control Delay (s)	9	7.2	0	-	9.4

Minor Lane/Major Mvmt	NBLn1	EBL	EBT  EBR SBLn1

Capacity (veh/h)	923  1626	-	-	817

Approach	EB	NB	SB

HCM Control Delay, s	0.2	9	9.4

Stage 1	-	-	-	-	-	-	-	-	-

Mov Cap-1 Maneuver  1626	-	-	-	-	923	817	-	-

Stage 2	-	-	-	0	0	-	871	0	0

Pot Cap-1 Maneuver	1628	-	-	0	0	929	837	0	0

Critical Hdwy Stg 2	-	-	-	-	-	-	6.11	-	-

Critical Hdwy	4.11	-	-	-	-	6.21	7.11	-	-

Stage 1	-	-	-	-	-	-	1	-	-

Major/Minor	Major1	Minor1	Minor2

Mvmt Flow	4	87	50	0	0	0	0	0	20	2	0	0

Peak Hour Factor	92	92	92	92	92	92	92	92	92	92	92	92

Veh in Median Storage, #	-	0	-	-	0	-	-	0	-	-	0	-

RT Channelized	-	- None	-	- None	-	- None	-	- None

Conflicting Peds, #/hr	1	0	7	7	0	1	0	0	5	5	0	0

Traffic Vol, veh/h	4	80	46	0	0	0	0	0	18	2	0	0

Movement	EBL	EBT  EBR  WBL  WBT WBR	NBL	NBT  NBR	SBL	SBT  SBR

Intersection

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

CALTRAN Engineering Group, Inc.

Page 27

TABLE 7

Generalized Peak Hour Directional Volumes for Florida’s
Urbanized Areas

January 2020

79

QUALITY/LEVEL OF SERVICE HANDBOOK

INTERRUPTED FLOW FACILITIES	UNINTERRUPTED FLOW FACILITIES

STATE SIGNALIZED ARTERIALS
Class I (40 mph or higher posted speed limit) Lanes	Median	B	C	D	E
1	Undivided	*	830	880	**
2	Divided	*	1,910	2,000	**
3	Divided	*	2,940	3,020	**
4	Divided	*	3,970	4,040	**
Class II (35 mph or slower posted speed limit) Lanes	Median	B	C	D	E
1	Undivided	*	370	750	800
2	Divided	*	730	1,630	1,700
3	Divided	*	1,170	2,520	2,560
4	Divided	*	1,610	3,390	3,420

Non-State Signalized Roadway Adjustments
(Alter corresponding state volumes by the indicated percent.)
Non-State Signalized Roadways  - 10%
Median & Turn Lane Adjustments
Exclusive  Exclusive Adjustment Lanes   Median   Left Lanes  Right Lanes   Factors
1   Divided	Yes	No	+5%
1  Undivided	 No	No	-20% Multi  Undivided	Yes	No		-5% Multi  Undivided	 No	No	-25%
–	–	–	Yes	+ 5%

One-Way Facility Adjustment
Multiply the corresponding directional volumes in this table by 1.2

FREEWAYS
Core Urbanized
Lanes	B	C	D	E
2	2,230	3,100	3,740	4,080
3	3,280	4,570	5,620	6,130
4	4,310	6,030	7,490	8,170
5	5,390	7,430	9,370	10,220
6	6,380	8,990	11,510	12,760
Urbanized
Lanes	B	C	D	E
2	2,270	3,100	3,890	4,230
3	3,410	4,650	5,780	6,340
4	4,550	6,200	7,680	8,460
5	5,690	7,760	9,520	10,570

Freeway Adjustments
Auxiliary	Ramp
Lane	Metering
+ 1,000	+ 5%

UNINTERRUPTED FLOW HIGHWAYS
Lanes	Median	B	C	D	E
1	Undivided	580	890	1,200	1,610
2	Divided	1,800	2,600	3,280	3,730
3	Divided	2,700	3,900	4,920	5,600

Uninterrupted Flow Highway Adjustments
Lanes	Median	Exclusive left lanes	Adjustment factors
1	Divided	Yes	+5%
Multi	Undivided	Yes	-5%
Multi	Undivided	No	-25%

BICYCLE MODE2
(Multiply vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service
volumes.)
Paved Shoulder/Bicycle
Lane Coverage	B	C	D	E
0-49%	*	150	390	1,000
50-84%	110	340	1,000	>1,000
85-100%	470	1,000	>1,000	**
PEDESTRIAN MODE2
(Multiply vehicle volumes shown below by number of
directional roadway lanes to determine two-way maximum service volumes.)
Sidewalk Coverage	B	C	D	E
0-49%	*	*	140	480
50-84%	*	80	440	800
85-100%	200	540	880	>1,000
BUS MODE (Scheduled Fixed Route)3
(Buses in peak hour in peak direction)
Sidewalk Coverage		B		C		D		E 0-84%	> 5	≥ 4	≥ 3	≥ 2
85-100%	> 4	≥ 3	≥ 2	≥ 1

1Values shown are presented as peak hour directional volumes for levels of service and are for the automobile/truck modes unless specifically stated. This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations are based on planning applications of the HCM and the Transit Capacity and Quality of Service Manual.
2 Level of service for the bicycle and pedestrian modes in this table is based on number of vehicles, not number of bicyclists or pedestrians using the facility.
3 Buses per hour shown are only for the peak hour in the single direction of the higher traffic flow.
* Cannot be achieved using table input value defaults.
** Not applicable for that level of service letter grade. For the automobile mode, volumes greater than level of service D become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including F) is not achievable because there is no maximum vehicle volume threshold using table input value defaults.
Source:
Florida Department of Transportation Systems Implementation Office https://www.fdot.gov/planning/systems/

Venetian Isles Community – Egret Lakes Circle Traffic Evaluation

CALTRAN Engineering Group, Inc.

Page 28

Traffic Flow Modification(s)/Street Closure(s) Procedure

Page 28

APPENDIX III

POLICY ON SPEED HUMPS

PURPOSE:

The purpose of this policy is to provide guidelines for the installation of speed humps
along local residential streets within Miami-Dade County.

POLICY:

Speed humps will be considered, on a case-by-case basis, and only on local
residential streets, which meet the following criterion:

CRITERION:



The street must be a local residential street. Speed hump shall not be
constructed on collector and arterial roadways.
The street shall not have more than one traffic lane in each direction.
The street must be at least 750 feet long, with no intersecting roadways in between.
Traffic volumes on the street must equal or exceed 750 vehicles per day. The street is posted at or has a speed limit of 30 MPH or less.
The traffic engineering study has determined that the 85th percentile speed on the street is at least 10 MPH over the speed limit.
The speed humps will not be considered within 250 feet of a traffic signal, within 50 feet of an intersection, in front of a driveway, within an intersection or adjacent to fire hydrants.
The speed humps will not be considered in, or on the approaches to, a horizontal or a vertical curve where visibility of the hump is restricted.
The street should not be located along an emergency response route, regional transit or school bus route and must be approved by the respective agencies for the installation of speed humps.
Installation of these devices shall not cause the traffic to divert to other neighborhood streets.
2/3 of the residents/property owners of the block(s) concur with the installation of the speed hump.
The District Commissioner approves the use of PTP funding for the installation.




















T:\TFM\Street Closures\Procedure R4 01 09.doc

Traffic Flow Modification(s)/Street Closure(s) Procedure

Page 33

T:\TFM\Street Closures\Procedure R4 01 09.doc

SPEED HUMP PARABOLIC DETAILS

SECTION A - A

SPEED HUMP PLAN VIEW

SIGNS

DETAILS

SPEED HUMP

SPEED HUMP

SPEED HUMPS GENERAL DETAILS

MIAMI-DADE

COUNTY

A

A