KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT

MIAMI-DADE COUNTY REGULAR BOARD MEETING MARCH 27, 2025
6:00 P.M.

Special District Services, Inc. 8785 SW 165th Avenue, Suite 200
Miami, FL 33193
www.kendallbreezecdd.org 786.347.2711 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

AGENDA
KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT
Kendall Breeze Clubhouse No. 1 12300 S.W. 125th Court Miami, Florida 33186
REGULAR BOARD MEETING
March 27, 2025
6:00 p.m.

Call to Order
Proof of Publication	Page 1
Establish Quorum
Additions or Deletions to Agenda
Comments from the Public for Items Not on the Agenda
Approval of Minutes
January 23, 2025 Regular Board Meeting Minutes	Page 2
New Business
Consider Resolution No. 2025-04 – Approving a Proposed Budget for FY 2025/2026	Page 23
Old Business
Administrative Matters
Financial Report	Page 30
Caltran Engineering Update Regarding the Request for Installation of Miami-Dade County “No Through” signage Installation on their owned and maintained property outside of the District’s
three (3) entrances/exits located off of SW 120 Street	Page 35
Alvarez Engineering Update for the Drainage Improvement Project Near Property located at 12151 SW 122 Path
Consider Approval of Alvarez Engineering Permit and Bid Plans for the Traffic Deterrent
Roadway Improvements Project	Page 139
Consider Approval of Stormwater Management Proposal for the Required Permitting and the
Cleaning of Stormwater Drainage Structures	Page 150
District Counsel Report
Stormwater System Legal Requirements Update Memorandum	Page 158
Additional Board Member/Staff Comments
Adjourn

AFFIDAVIT OF PUBLICATION

Account #	Order Number	Identification	Order PO	Amount	Cols	Depth	
142043	599712	Print Legal Ad-IPL01980040 - IPL0198004	Fiscal Year 2024/2025 Mt	$701.65	2	47 L	

Attention:

Laura J. Archer

PUBLISHED DAILY

Kendall Breeze Community Development District c/o Special District Services, Inc.
2501A Burns Road
Palm Beach Gardens, Florida 33410 LArcher@sdsinc.org

MIAMI-DADE-FLORIDA
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Before the undersigned authority personally appeared: Mary Castro, who on oath says that he/she is CUSTODIAN OF RECORDS of The Miami Herald, a daily newspaper published at Miami in Miami-Dade County, Florida; that the attached copy of the advertisement that was published was published in said newspaper in the issue
(s) of:
Publication: Miami Herald 1 insertion(s) published on:
10/10/24

Affiant further says that the said Miami Herald is a newspaper published at Miami, in the said Miami-Dade County, Florida and that the said newspaper has heretofore been continuously published in said Dade County, Florida each day and has been entered a second class mail matter at the post office in Miami, in said Miami-Dade County, Florida, for a period of two years next preceding the first publication of the attached copy of advertisement; and affiant further says that he/she has neither paid or promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper(s).The McClatchy Company complies with all legal requirements for publication in chapter 50, Florida Statutes.

Sworn to and subscribed before me this 10th day of October in the year of 2024

Notary Public in and for the state of Texas, residing in Dallas County

Extra charge for lost or duplicate affidavits. Legal document please do not destroy!

KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT REGULAR BOARD MEETING
JANUARY 23, 2025

CALL TO ORDER

Mrs. Perez called the January 23, 2025, Regular Board Meeting of the Kendall Breeze Community Development District (the “District”) to order at 6:00 p.m. at the Kendall Breeze Clubhouse No. 1, located at 12300 SW 125th Court, Miami, Florida 33186.

PROOF OF PUBLICATION

Proof of publication was presented that notice of the Regular Board Meeting had been published in the Miami Herald on October 10, 2024, as part of the District’s Fiscal Year 2024/2025 Regular Meeting Schedule, as legally required.

WELCOME AND SEAT INCUMBENT BOARD MEMBER

Mrs. Perez welcomed and seated the incumbent, Lourdes Ors to Seat #2 (Qualified Active and Unopposed) to a 4-year term of office, which expires in November 2028.

Administer Oath of Office & Review Board Member Responsibilities and Duties
Mrs. Perez, as Notary Public in the State of Florida, administered the Oath of Office and provided the Financial Disclosure Form-1 requirements and information regarding “Government in the Sunshine Law,” public records and conflicts of interest, along with information on the workings and benefits of a CDD and the responsibilities and duties of Board Members. Key elements were reviewed.

DECLARE VACANCIES IN SEATS 1 AND 5

Incumbents and holdovers Teresa Van Tassel, Seat #1 and Miguel Sanfiel, Seat #5, did not qualify during the qualification period for the 2024 Election. Since no qualifications were made for Seats #1 and #5, vacancies will need to be declared, and appointments can be made. A discussion ensued.
SEAT #1

A MOTION was made by Supervisor Perez, seconded by Supervisor Tauben and unanimously passed declaring a vacancy in Seat No. 1 followed by appointing Teresa Van Tassel to fill the vacancy and unexpired term of office in Seat No. 1, which term expires in 2028.

Administer Oath of Office & Review Board Member Responsibilities and Duties
Mrs. Perez, as Notary Public in the State of Florida, administered the Oath of Office and provided the Financial Disclosure Form-1 requirements and information regarding “Government in the Sunshine Law”, public records and conflicts of interest, along with information on the workings and benefits of a CDD and the responsibilities and duties of Board Members. Key elements were reviewed.

SEAT #5

A MOTION was made by Supervisor Perez, seconded by Supervisor Van Tassel and unanimously passed declaring a vacancy in Seat No. 5 followed by appointing Miguel Sanfiel to fill the vacancy and unexpired term of office in Seat No. 5, which term expires in 2028.

Administer Oath of Office & Review Board Member Responsibilities and Duties
Mrs. Perez, as Notary Public in the State of Florida, administered the Oath of Office and provided the Financial Disclosure Form-1 requirements and information regarding “Government in the Sunshine Law”, public records and conflicts of interest, along with information on the workings and benefits of a CDD and the responsibilities and duties of Board Members. Key elements were reviewed.

APPOINTMENTS TO VACANT SEATS #1 AND #5

This action was addressed during the previous agenda item.

ADMINISTER	OATH	OF	OFFICE	AND	REVIEW	BOARD	MEMBER RESPONSIBILITIES & DUTIES

Oaths of Office were administered as indicated above.

ESTABLISH A QUORUM

It was determined that the attendance of Chairperson Teresa Van Tassel, Vice Chairperson Octavio Perez and Supervisors Miguel “Michael” Suarez Tauben (via phone), Lourdes Ors and Miguel Sanfiel constituted a quorum and it was in order to proceed with the meeting.

Staff in attendance were: District Manager Gloria Perez of Special District Services, Inc.; General Counsel Ginger Wald of Billing, Cochran, Lyles, Mauro & Ramsey, PA.; and District Engineer Alejandro Aleman.

Also present was Juan Calderon of Caltran Engineering and several members of the public.

ELECTION OF OFFICERS

Mrs. Perez stated that it would now be in order to elect Officers of the District. She noted the roles of Armando Silva and Nancy Nguyen as Assistant Secretaries and herself as Secretary/Treasurer and stated that nominations would be in order for Chairperson and Vice-Chair with the remaining Supervisors being designated as Assistant Secretaries.

After discussion, the following slate of officers was nominated for election (with no changes):

Chairperson – Teresa Van Tassel
Vice Chairperson – Octavio Perez
Assistant Secretary – Lourdes Ors
Assistant Secretary – Michael Suarez Tauben
Assistant Secretary – Miguel Sanfiel
Secretary/Treasurer – Gloria Perez
Assistant Secretaries - Armando Silva and Nancy Nguyen (District Managers with Special District Services, Inc., in Mrs. Perez’s absence)

A MOTION was made by Supervisor Perez, seconded by Supervisor Van Tassel and unanimously passed electing the above slate of officers, as nominated.

ADDITIONS OR DELETIONS TO THE AGENDA.

There were no additions or deletions to the agenda.

COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA

There were no comments from the public for items not on the agenda.

APPROVAL OF MINUTES
June 27, 2024, Public Hearing & Regular Board Meeting

The minutes of the June 27, 2024, Public Hearing & Regular Board Meeting were presented, and the Board was asked if they had any comments or corrections.

There being no corrections, a MOTION was made by Supervisor Perez, seconded by Supervisor Sanfiel and unanimously passed approving the minutes of the June 27, 2024, Public Hearing & Regular Board Meeting, as presented.

NEW BUSINESS
Consider Resolution No. 2025-01 – Adopting a Fiscal Year 2023/2024 Amended Budget

Mrs. Perez presented Resolution No. 2025-01, entitled:
RESOLUTION NO. 2025-01
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT AUTHORIZING AND ADOPTING AN AMENDED FINAL FISCAL YEAR 2023/2024 BUDGET (“AMENDED BUDGET”), PURSUANT TO CHAPTER 189, FLORIDA STATUTES; AND PROVIDING AN EFFECTIVE DATE.

Mrs. Perez explained, as done every year for administrative and statutory requirements, within 60 days of any given fiscal year end, the Board adopts a revised/amended budget for said year. The fiscal year ended on September 30, 2024. This is the reason it is administrative in nature (past year’s budget for past year’s expenses) and will serve as the Board’s final approval/ratification of the District’s expenditures for the past fiscal year.

A MOTION was made by Supervisor Perez, seconded by Supervisor Van Tassel and unanimously passed adopting Resolution No. 2025-01, adopting a Fiscal Year 2023/2024 Amended Budget.

Consider Resolution No. 2025-02 – Adopting Goals and Objectives

Mrs. Perez presented Resolution No. 2025-02, entitled:

RESOLUTION 2025-02

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT ADOPTING GOALS, OBJECTIVES, AND PERFORMANCE MEASURES AND STANDARDS;

PROVIDING	A	SEVERABILITY	CLAUSE;	AND	PROVIDING	AN EFFECTIVE DATE.

Ms. Wald provided an overview of the Resolution Adopting Goals and Objectives.

A MOTION was made by Supervisor Perez, seconded by Supervisor Sanfiel and unanimously passed adopting Resolution No. 2025-02, as presented.

Consider Resolution No. 2025-03 – Registered Agent Change

Mrs. Perez presented Resolution No. 2025-03, entitled:

RESOLUTION 2025-03

A RESOLUTION OF THE KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT DESIGNATING MICHAEL J. PAWELCZYK AS THE DISTRICT’S REGISTERED AGENT AND DESIGNATING THE OFFICE OF BILLING, COCHRAN, LYLES, MAURO & RAMSEY, P.A. AS THE REGISTERED OFFICE

Ms. Wald provided an explanation for the change of Registered Agent.

A MOTION was made by Supervisor Perez, seconded by Supervisor Van Tassel and unanimously passed adopting Resolution No. 2025-03, as presented.

Discussion Regarding Miami-Dade County Stormwater Water Management System Class V Permit

Mrs. Perez announced the new Miami-Dade County Stormwater Management Class V Permit requirements, which changes the process in which districts can provide stormwater management services within Miami-Dade and requiring the issuance of this permit is now a requirement. The District can no longer provide stormwater management cleaning services and/or repairs without said permit. Additionally, the permit requires quarterly reports to be issued. Once issued the permit is effective for one year.

I am recommending that the District engage the service of a licensed and insured contractor thereby securing the qualified contractor services for the length of the permit (and extensions if applicable) and having them issue the permit and provide the required reports on behalf of the District (copying the District for record purposes) as part of their agreement responsibilities.

No action is required at this time. District management will present said proposals at the next scheduled meeting.

Caltran Traffic Study and Presentation (viewable on the District’s website:
https://kendallbreezecdd.org/documents/)

Mr. Calderon attended the meeting, provided the traffic study (attached hereto), his recommendations via handout and a presentation to the Board. It was noted that the same information was made available on the District’s website.

Mr. Calderon reviewed the traffic study noting the peak hours of higher traffic and their locations. He added that gates were not a feasible option for this District to consider and recommended traffic roundabouts amongst other modifications and further recommended that the District request that Miami- Dade County consider the installation of “No Through” signage (exact language to be determined by the County) to be installed on SW 120th Street, referencing the peak traffic hours at the three (3) District entrances/exits located off of SW 120th Street (SW 120th Street is a Miami-Dade County owned and maintained road); this would allow for police officers to enforce non-entry during specific hours. Mr. Calderon emphasized that the recommendations presented create inconveniences for drivers that provide for deterrents and will not stop vehicles from cutting through the community completely.

Mr. Calderon completed his presentation and addressed the Board’s questions and concerns as well as answering those for members of the public. A discussion ensued amongst the Board Members and District Counsel followed by the following MOTION.

A MOTION made by Supervisor Perez, seconded by Supervisor Ors and unanimously passed approving the engagement of the services of Mr. Calderon to contact Miami-Dade County on behalf of the District to request the recommended “No Through” signage to be installed by Miami-Dade County on their owned and maintained property outside of the District’s three (3) entrances/exits located off of SW 120 Street, as indicated in the report provided by Mr. Calderon

The Board provided directions for Alvarez Engineering to prepare the permit and bid plans for the following items, recommended and presented by Mr. Calderon:

Modifying the entrance to the District from the Plaza by providing a curb extension (to only allow for Left Turns) on SW 121st Terrace to stop the eastbound right turns and only allowing for left turns to be made from that location.

Recommended median closure at SW 122nd Street and SW 122nd Court.

Roundabout for two locations of the three that were recommended to include.
SW 122nd Street and SW 123rd Passage
SW 122nd Street and SW 122nd Path

As detailed by Mr. Calderon in his report his report.

Mr. Calderon agreed to forward his designs to Alvarez Engineering by uploading the same into their system, allowing for the facilitation of the bid and permit plans. Additionally, he will communicate with them regarding same.

Alvarez Engineering Presentation of Drainage Improvement Project Near Property Located at 12151 SW 122nd Path

Improvement	Plans	(Viewable	on	the	District’s	website:
https://kendallbreezecdd.org/documents/)

Presented in the meeting material were the District Engineer’s recommendations and three (3) proposals for the Drainage Improvement Project Near Property located at 12151 SW 122 Path.

Mr. Aleman provided an overview of the plans and noted that the project consisted of addressing failures in the pipe and expanding the capacity of the system by removing the existing system and installing a new one. Mr. Aleman addressed the Board’s questions.

Engineer Ranking of Proposals and Board Consideration of Same

Proposals were collected and presented by the District Engineer. After reviewing the bid packages and ranking the following recommendations were made by Mr. Aleman (attached hereto). It was recommended that the project be awarded to Headly Construction Group, Inc. for the proposed price of
$115,550 and ranking the bids as follows:

#1 Headley Construction Group, Inc. in the amount of $115,550. #2 Gencon Partners in the amount of $102,465; and
#3 Absolute Construction Services, Inc. in the amount of $153,225.

Ms. Wald confirmed that a Performance and Payment Bond would not be required for this project and Mrs. Perez noted that the funds available as of December 31, 2024, under the Reserve for Drainage Improvements consisted of $170,300. A discussion ensued after which the following motion was made:

A MOTION was made by Supervisor Perez, seconded by Supervisor Van Tassel and unanimously passed approving the proposal provided by Headley Construction Group, Inc. in the amount of $115,550.

OLD BUSINESS

There were no Old Business items to come before the Board.

AUDITOR SELECTION COMMITTEE
Ranking of Proposals/Consider Selection of an Auditor

Mrs. Perez then recessed the Regular Board Meeting and opened a meeting of the Auditor Selection Committee.

Mrs. Perez noted that the purpose of the Audit Committee Meeting was to rank and recommend, in order of preference, the auditor’s proposals. She explained that Grau & Associates was the only firm that had responded. A discussion ensued after which:

A MOTION was made by Supervisor Perez, seconded by Supervisor Sanfiel and unanimously passed waiving the requirement for the minimum number of proposals and ranking Grau & Associates as number 1, and for said qualified provider to perform the auditing services.

There being no further Audit Committee business to conduct, Mrs. Perez adjourned the Audit Committee Meeting and simultaneously reconvened the Regular Board Meeting.
A discussion ensued after which the Board, acting as the District Board, accepted the recommendation of the Audit Committee as follows:

A MOTION was made by Supervisor Perez, seconded by Supervisor Van Tassel and unanimously passed approving the engagement of the auditing firm of Grau & Associates, a qualified auditing firm, to perform audits for the fiscal years ending September 30, 2024, September 30, 2025, and September 30, 2026, at the following rates:

Audit for fiscal year ended September 30, 2024, in the amount of $3,500; Audit for fiscal year ending September 30, 2025, in the amount of $3,600; and Audit for fiscal year ending September 30, 2026, in the amount of $3,700
and further approving/authorizing District management to negotiate fees for the fiscal years ending 2027 and 2028, as proposed by Grau at $3,800 and $3,900, respectively, for future extension consideration.

ADMINISTRATIVE MATTERS
Financial Update

Mrs. Perez presented the financial statement in the meeting book for Board review. She also noted that available funds as of December 31, 2024, were $399,575.40.

A MOTION was made by Supervisor Perez, seconded by Supervisor Sanfiel and passed unanimously ratifying and approving the financials, as presented.

Accept and Receive 2024 Engineer’s Report

Mrs. Perez presented the Annual Engineer’s Report, which was provided in the meeting book for the Board’s review.

A MOTION was made by Supervisor Perez, seconded by Supervisor Van Tassel and unanimously passed accepting and receiving the District’s 2024 Annual Engineer’s Report, as presented.

ADDITIONAL BOARD MEMBER/STAFF COMMENTS

Mrs. Perez advised the Board that during December 2024, according to the Off-Duty Police Services’ log, (which was not filled out during all the shifts): 14 warnings were given along with 18 citations.

ADJOURNMENT

There being no further business to come before the Board, a MOTION was made by Supervisor Perez, seconded by Supervisor Ors adjourning the Regular Board Meeting at 7:32 p.m. The MOTION carried unanimously.

ATTESTED BY:

	
Secretary/Assistant Secretary	Chairman/Vice-Chair

KENDALL BREEZE COMMUNITY TRAFFIC STUDY

CALTRAN Engineering Group, INC.
790 NW 107th Ave. Suite 200 Miami, FL 33172 www.caltrangroup.com

Page 10

PRESENTATION AGENDA

Background
Data Collection
Field Observations
Proposed Recommendations

CALTRAN Engineering Group, INC.
790 NW 107th Ave. Suite 200 Miami, FL 33172 www.caltrangroup.com

Page 11

Background

CALTRAN was retained to conduct a study to find ways to stop cut-through traffic and prioritize residents’ safety

Drivers are using Kendall Breeze Community roads as shortcuts to avoid congested traffic on roadways adjacent to the community.

The goal is to enhance safety for all users of the road and improve the street environment in Kendall Breeze.

CALTRAN Engineering Group, INC.
790 NW 107th Ave. Suite 200 Miami, FL 33172 www.caltrangroup.com

Page 12

DATA COLLECTION

AM and PM daily traffic volumes collected on a weekday indicate that a significant number of vehicles exiting the South Kendall Square Shopping Center are bypassing main roads by using SW 121st Terrace and turning right onto SW 123rd Pass, entering Kendall Breeze.

CALTRAN Engineering Group, INC.
790 NW 107th Ave. Suite 200 Miami, FL 33172 www.caltrangroup.com

Page 13

SW 120th St

--1148 1141)
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SW 12CJlhSt

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 SW 12()th St	

SW120th St

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sw 128th st	Legend:

Critical Entry Volumes 	

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Critical Exit Volumes		

CALTRAN
E GROUP

Kendall Breeze Community
Traffic Study

X	Inter-section
000	AM Peak Hour-
(000)	PM Peak Hour-

Vehicle PDaaiglyeV1o4lumes

FIELD OBSERVATIONS (Kendall Square)

During weekday AM peak hours, vehicles heading eastbound are using the South Kendall Square Shopping Center and the Kendall Breeze Community to avoid congestion on SW 120th Street, increasing noise and safety for residents.

CALTRAN Engineering Group, INC.
790 NW 107th Ave. Suite 200 Miami, FL 33172 www.caltrangroup.com

Page 15

FIELD OBSERVATIONS (Routes)

Westbound vehicles on SW 120th Street are bypassing left-turn congestion at SW 122nd Avenue by turning left at SW 123rd Pass and SW 122nd Path, cutting through the neighborhood to reach SW 122nd Avenue.

CALTRAN Engineering Group, INC.
790 NW 107th Ave. Suite 200 Miami, FL 33172 www.caltrangroup.com

Page 16

Proposed Recommendations
Proposed Recommendations consists of:

Curb Extension: Extend the curb on SW 121st Terrace to deter eastbound right turns.
Roundabouts: Adding traffic circles will discourage vehicles from cutting through Kendall Breeze to bypass traffic.
Pedestrian Crosswalks: Ensure safe access to the park area southeast of SW 123rd Terrace and SW 123rd Pass.
Median Closure: This will prevent cut-through vehicles from using their current routes through the Kendall Breeze neighborhood.
Signage: Install “No Right Turns, Monday-Friday 7:00 AM to 9:00 AM” signs along SW 120th Street entrances to Kendall Breeze, and Left Turn Only signs at key intersections to further reduce cut-through traffic.

CALTRAN Engineering Group, INC.
790 NW 107th Ave. Suite 200 Miami, FL 33172 www.caltrangroup.com

Page 17

MON – FRI 7:00 AM – 9:00 AM

Selected location for Deterrents

Legend:
Roadway Alternations: Roadway Blockages:
No Right Turn Signage:

CALTRAN Engineering Group, INC.
790 NW 107th Ave. Suite 200 Miami, FL 33172 www.caltrangroup.com

Page 18

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CALTRAN
E GROUP

Kendall Breeze Community
Traffic Study

CurbPEaxgteen1si9on

--­

CALTRAN
E GROUP

Kendall Breeze Community
Traffic Study

Proposed Intersections:
SW 122 St & SW 123rd Pass
SW 122 St & SW 122nd Path
SW 123rd Terr & SW 123rd Pass

RouPnadgabeo2u0ts

Kendall Breeze Community
Traffic Study

MedPiaangCelo2s1ure

ALVAREZ ENGINEERS, INC.	January 29, 2025

PROJECT:KENDALL BREEZE- DRAINAGE REPAIRS AND IMPROVEMENT ALONG SW 122ND PATH

SUMMARY OF BID RESULTS AND RANKING OF CONTRACTORS

Evaluation Criteria

	Headley Construction	Gencon Partners	Absolute Construction Services, Inc.	

No.	
Criteria	Relative Importance (0-
100)	
Score	(0-100)	
Weighted Value	
Score	(0-100)	
Weighted Value	
Score	(0-100)	
Weighted Value	
1	Ability & Adequacy of Professional Personnel	100	100	10000	100	10000	100	10000	
2	Experience, performance w/similar projects	100	100	10000	100	10000	100	10000	
3	Willingness to meet time requirements	100	80	8000	100	10000	80	8000	
4	Location of headquarters in relation to the project	20	100	2000	100	2000	80	1600	
5	Project scope fulfillment by prime bidder	100	100	10000	50	5000	100	10000	
6	Cost components appropriately balanced	80	100	8000	30	2400	100	8000	
7	History of violation of laws and regulations	50	100	5000	100	5000	100	5000	
8	Length of time in business	20	50	1000	50	1000	100	2000	
9	Length of tenure of key personnel	20	80	1600	100	2000	100	2000	
10	Size of firm and financial stability	100	100	10000	100	10000	100	10000	
	Total Weighted Value (Max 61000)			65,600		57,400		66,600	

Bid Prices

	Bid Component	Headley Construction	Gencon Partners	Absolute Construction Services, Inc.	
1	Drainage Improvements and Repairs		$	115,550		$	102,465		$	153,225	
	Total Bid Price		$	115,550		$	102,465		$	153,225	

Value Ratio (Weighted Value / Bid Price)

Contractor	Headley Construction	Gencon Partners	Absolute Construction Services, Inc.	
Score	0.5677	0.5602	0.4347	

RANKING BASED ON SCORE

	1			2			3	

6

Page 22

RESOLUTION NO. 2025-04

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT APPROVING A PROPOSED BUDGET FOR FISCAL YEAR 2025/2026; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the Board of Supervisors (“Board”) of the Kendall Breeze Community Development District (“District”) is required by Chapter 190.008, Florida Statutes, to approve a Proposed Budget for each fiscal year; and,

WHEREAS, the Proposed Budget including the Assessments for Fiscal Year 2025/2026 has been prepared and considered by the Board.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT THAT:

Section 1.  The Proposed Budget including the Assessments for Fiscal Year 2025/2026 attached hereto as Exhibit “A” is approved and adopted.

Section 2.  A Public Hearing is hereby scheduled for May 29, 2025 at 6:00 p.m. in the Kendall Breeze Clubhouse No. 1, 12300 S.W. 125th Court, Miami, Florida 33186, for the purpose of receiving public comments on the Proposed Fiscal Year 2025/2026 Budget.

PASSED, ADOPTED and EFFECTIVE this 27th day of March, 2025.

ATTEST:	KENDALL BREEZE
COMMUNITY DEVELOPMENT DISTRICT

By:			By:		 Secretary/Assistant Secretary			Chairman/Vice Chairman

Kendall Breeze Community Development District

Proposed Budget For Fiscal Year 2025/2026
October 1, 2025 - September 30, 2026

CONTENTS

PROPOSED BUDGET

DETAILED PROPOSED BUDGET

DETAILED PROPOSED DEBT SERVICE FUND BUDGET

ASSESSMENT COMPARISON

PROPOSED BUDGET
KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2025/2026
OCTOBER 1, 2025 - SEPTEMBER 30, 2026

REVENUES	
FISCAL YEAR 2025/2026 BUDGET	
Administrative Assessments	89,326	
Maintenance Assessments	262,766	
Debt Assessments	431,824	
Other Revenues	0	
Interest Income	1,440	
		
TOTAL REVENUES	$	785,356	
		
EXPENDITURES		
MAINTENANCE EXPENDITURES		
Maintenance/Contingency	13,000	
Roadway Improvements/Reserve	155,000	
Drainage-Stormwater Management/Reserve	56,000	
Traffic Enforcement - Off-Duty Police	10,000	
Engineering/Inspections	13,000	
TOTAL MAINTENANCE EXPENDITURES	$	247,000	
		
ADMINISTRATIVE EXPENDITURES		
Supervisor Fees	6,000	
Payroll Taxes (Employer)	480	
Management	35,652	
Secretarial	6,000	
Legal	12,000	
Assessment Roll	6,000	
Audit Fees	3,600	
Insurance	8,400	
Legal Advertisements	2,600	
Miscellaneous	925	
Postage	925	
Office Supplies	650	
Dues & Subscriptions	175	
Website Management	2,000	
TOTAL ADMINISTRATIVE EXPENDITURES	$	85,407	
		
TOTAL EXPENDITURES	$	332,407	
		
REVENUES LESS EXPENDITURES	$	452,949	
		
Bond Payments	(405,915)	
		
BALANCE	$	47,034	
		
County Appraiser & Tax Collector Fee	(15,678)	
Discounts For Early Payments	(31,356)	
		
EXCESS/ (SHORTFALL)	$	-	
		
Carryover From Prior Year	0	
		
NET EXCESS/ (SHORTFALL)	$	-	

DETAILED PROPOSED BUDGET
KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2025/2026
OCTOBER 1, 2025 - SEPTEMBER 30, 2026

REVENUES	
FISCAL YEAR 2023/2024 ACTUAL	
FISCAL YEAR 2024/2025 BUDGET	
FISCAL YEAR 2025/2026 BUDGET	

COMMENTS	
Administrative Assessments	90,232	89,538	89,326	Expenditures Less Interest & 50% Of Carryover/.94	
Maintenance Assessments	263,830	262,766	262,766	Expenditures Less 50% Of Carryover/.94	
Debt Assessments	431,824	431,824	431,824	Bond Payments/.94	
Other Revenues	0	0	0		
Interest Income	41,197	960	1,440	Interest Estimated At $120 Per Month	
					
TOTAL REVENUES	$	827,083	$	785,088	$	785,356		
					
EXPENDITURES					
MAINTENANCE EXPENDITURES					
Maintenance/Contingency	12,450	15,000	13,000	Maintenance/Contingency	
Roadway Improvements/Reserve	0	155,000	155,000	Resurfacing Anticipated For 2027	
Drainage-Stormwater Management/Reserve	0	56,000	56,000	Maintenance/Repairs/Reserve	
Traffic Enforcement - Off-Duty Police	6,663	10,000	10,000	No Change From 2024/2025 Budget	
Engineering/Inspections	14,546	11,000	13,000	$2,000 Increase From 2024/2025 Budget	
TOTAL MAINTENANCE EXPENDITURES	$	33,659	$	247,000	$	247,000		
					
ADMINISTRATIVE EXPENDITURES					
Supervisor Fees	2,400	6,000	6,000	No Change From 2024/2025 Budget	
Payroll Taxes (Employer)	184	480	480	Projected At 8% Of Supervisor Fees	
Management	33,648	34,656	35,652	CPI Adjustment	
Secretarial	6,000	6,000	6,000	No Change From 2024/2025 Budget	
Legal	7,840	13,000	12,000	24/25 Expenditure Through Jan 25 Was $2,890	
Assessment Roll	6,000	6,000	6,000	No Change From 2024/2025 Budget	
Audit Fees	3,800	3,900	3,600	Accepted Amount For 2024/2025 Audit	
Insurance	7,529	8,290	8,400	Fiscal Year 23/24 Expenditure Was $7,831	
Legal Advertisements	2,542	2,000	2,600	Costs Have Increased Due To Closing Of The Miami Business Review	
Miscellaneous	572	950	925	$25 Decrease From 2024/2025 Budget	
Postage	151	975	925	$50 Decrease From 2024/2025 Budget	
Office Supplies	228	700	650	$50 Decrease From 2024/2025 Budget	
Dues & Subscriptions	175	175	175	No Change From 2024/2025 Budget	
Website Management	2,000	2,000	2,000	No Change From 2024/2025 Budget	
TOTAL ADMINISTRATIVE EXPENDITURES	$	73,069	$	85,126	$	85,407		
					
TOTAL EXPENDITURES	$	106,728	$	332,126	$	332,407		
					
REVENUES LESS EXPENDITURES	$	720,355	$	452,962	$	452,949		
					
Bond Payments	(411,596)	(405,915)	(405,915)	2026 Principal & Interest Payments	
					
BALANCE	$	308,759	$	47,047	$	47,034		
					
County Appraiser & Tax Collector Fee	(7,557)	(15,682)	(15,678)	Two Percent Of Total Assessment Roll	
Discounts For Early Payments	(29,182)	(31,365)	(31,356)	Four Percent Of Total Assessment Roll	
					
EXCESS/ (SHORTFALL)	$	272,020	$	-	$	-		
					
Carryover From Prior Year	0	0	0	Carryover From Prior Year	
					
NET EXCESS/ (SHORTFALL)	$	272,020	$	-	$	-		

DETAILED PROPOSED DEBT SERVICE BUDGET
KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2025/2026
OCTOBER 1, 2025 - SEPTEMBER 30, 2026

REVENUES	FISCAL YEAR 2023/2024 ACTUAL	FISCAL YEAR 2024/2025 BUDGET	FISCAL YEAR 2025/2026 BUDGET	

COMMENTS	

Interest Income	
0	
1,000	
1,000	
Projected Interest For 2025/2026	

NAV Tax Collection	
411,596	
405,915	
405,915	

2026 P & I Payments Less Earned Interest	

Total Revenues	
$	411,596	
$	406,915	
$	406,915		

EXPENDITURES					

Principal Payments	
250,769	
273,828	
286,150	
Principal Payment Due In 2026	

Interest Payments	
150,948	
133,087	
120,765	
Interest Payments Due In 2026	

Total Expenditures	
$	401,717	
$	406,915	
$	406,915		

Excess/Shortfall	
$	9,879	
$	-	
$	-		

Series 2007 Refunding Bonds Information

Original Par Amount =	$6,161,095	Annual Principal Payments Due =	November 1st	
Interest Rate =	4.50%	Annual Interest Payments Due =	May 1st & November 1st	
Issue Date =	March 2007			
Maturity Date =

Par Amount As Of 1/1/25 =	November 2033

$2,957,504			

III

Kendall Breeze Community Development District Assessment Comparison

	Fiscal Year		Fiscal Year			Fiscal Year	Fiscal Year	
Lot			2022/2023		2023/2024			2024/2025	2025/2026	
Size			Assessment*		Assessment*			Assessment*		Projected Assessment*		
22	Administrative	$	47.89		$	113.92		$	115.24	$	114.97	
	Maintenance	$	142.76		$	339.55		$	338.19	$	338.19	
	Debt	$	486.88		$	486.88		$	486.88	$	486.88	
	Sub-Total For Lot Size 22	$	677.53		$	940.35		$	940.31	
$	940.04	

30	
Administrative	
$	
47.89		
$	113.92		
$	
115.24	
$	114.97	
	Maintenance	$	142.76		$	339.55		$	338.19	$	338.19	
	Debt	$	550.81		$	550.81		$	550.81	$	550.81	
	Sub-Total For Lot Size 30	$	741.46		$	1,004.28		$	1,004.24	
$	1,003.97	
35	Administrative	$	47.89		$	113.92		$	115.24	$	114.97	
	Maintenance	$	142.76		$	339.55		$	338.19	$	338.19	
	Debt	$	590.77		$	590.77		$	590.77	$	590.77	
	Sub-Total For Lot Size 35	$	781.42		$	1,044.24		$	1,044.20	
$	1,043.93	
60	Administrative	$	47.89		$	113.92		$	115.24	$	114.97	
	Maintenance	$	142.76		$	339.55		$	338.19	$	338.19	
	Debt	$	790.55		$	790.55		$	790.55	$	790.55	
	Sub-Total For Lot Size 60	$	981.20		$	1,244.02		$	1,243.98	
$	1,243.71	

* Assessments Include the Following :	 4% Discount for Early Payments
1% County Tax Collector Fee
1% County Property Appraiser Fee

 Community Information:	
Twenty Two Foot Lots	478	
Thirty Foot Lots	73	
Thirty Five Foot Lots	99	
Sixty Five Foot Homes	127	
Total Units	777	

Kendall Breeze Community Development District

Financial Report For February 2025

Kendall Breeze Community Development District
Budget vs. Actual
October 2024 through February 2025

Oct 24 - Feb 25	24/25 Budget	$ Over Budget	% of Budget	
Income				
363.100 ꞏ Admin Assessment Income	83,365.28		89,538.00		-6,172.72		93.11%	
363.101 ꞏ Maint Assessment Income	243,579.58		262,766.00		-19,186.42		92.7%	
363.810 ꞏ Debt Assessments	400,296.25		431,824.00		-31,527.75		92.7%	
363.820 ꞏ Debt Assessments-Pd To Trustee	-380,652.76		-405,915.00		25,262.24		93.78%	
363.830 ꞏ Assessment Fees	-6,981.98		-15,682.00		8,700.02		44.52%	
363.831 ꞏ Assessment Discounts	-28,688.18		-31,365.00		2,676.82		91.47%	
369.401 ꞏ Interest Income	13,879.08		960.00		12,919.08		1,445.74%	
Total Income	324,797.27		332,126.00		-7,328.73		97.79%	
Gross Profit	324,797.27		332,126.00		-7,328.73		97.79%	
Expense								
511.308 ꞏ Traffic Enforcement	2,400.00		10,000.00		-7,600.00		24.0%	
511. ꞏ Professional Fees								
511.310 ꞏ Engineering	7,160.00		11,000.00		-3,840.00		65.09%	
511.315 ꞏ Legal Fees	2,890.00		13,000.00		-10,110.00		22.23%	
511.320 ꞏ Audit Fees	0.00		3,900.00		-3,900.00		0.0%	
Total 511. ꞏ Professional Fees	10,050.00		27,900.00		-17,850.00		36.02%	
511.122 ꞏ Payroll tax expense	76.50		480.00		-403.50		15.94%	
511.131 ꞏ Supervisor Fees	1,000.00		6,000.00		-5,000.00		16.67%	
511.305 ꞏ Maintenance/Contingency	0.00		15,000.00		-15,000.00		0.0%	
511.306 ꞏ Roadway Imp/Reserve	0.00		155,000.00		-155,000.00		0.0%	
511.307 ꞏ Drainage Improvements/Reserve	0.00		56,000.00		-56,000.00		0.0%	
511.311 ꞏ Management Fees	14,440.00		34,656.00		-20,216.00		41.67%	
511.312 ꞏ Secretarial Fees	2,500.00		6,000.00		-3,500.00		41.67%	
511.318 ꞏ Assessment/Tax Roll	0.00		6,000.00		-6,000.00		0.0%	
511.450 ꞏ Insurance	7,831.00		8,290.00		-459.00		94.46%	
511.480 ꞏ Legal Advertisements	701.65		2,000.00		-1,298.35		35.08%	
511.512 ꞏ Miscellaneous	196.37		950.00		-753.63		20.67%	
511.513 ꞏ Postage and Delivery	71.49		975.00		-903.51		7.33%	
511.514 ꞏ Office Supplies	197.55		700.00		-502.45		28.22%	
511.540 ꞏ Dues, License & Subscriptions	175.00		175.00		0.00		100.0%	
511.750 ꞏ Website Management	833.30		2,000.00		-1,166.70		41.67%	
Total Expense	40,472.86		332,126.00		-291,653.14		12.19%	
Net Income	284,324.41		0.00		284,324.41		100.0%	

KENDALL BREEZE COMMUNITY DEVELOPMENT DISTRICT MONTHLY FINANCIAL REPORT
FEBRUARY 2025

REVENUES	
Annual Budget
10/1/24 - 9/30/25	

Actual Feb-25	Year To Date Actual
10/1/24 - 2/28/25	
Administrative Assessments	89,538	1,908	83,365	
Maintenance Assessments	262,766	4,556	243,580	
Debt Assessments	431,824	7,487	400,296	
Other Revenues	0	0	0	
Interest Income	960	0	13,879	
				
Total Revenues	$	785,088	$	13,951	$	741,120	
				
EXPENDITURES				
Maintenance Expenditures				
Maintenance/Contingency (Storm Drain Cleaning)	15,000	0	0	
Roadway Improvements/Reserve	155,000	0	0	
Drainage Improvements/Reserve	56,000	0	0	
Traffic Enforcement - Off-Duty Police	10,000	0	2,400	
Engineering/Inspections	11,000	0	7,160	
				
Total Maintenance Expenditures	$	247,000	$	-	$	9,560	
				
Administrative Expenditures				
Supervisor Fees	6,000	0	1,000	
Payroll Taxes (Employer)	480	0	77	
Management	34,656	2,888	14,440	
Secretarial	6,000	500	2,500	
Legal	13,000	0	2,890	
Assessment Roll	6,000	0	0	
Audit Fees	3,900	0	0	
Insurance	8,290	0	7,831	
Legal Advertisements	2,000	0	702	
Miscellaneous	950	21	196	
Postage	975	71	71	
Office Supplies	700	101	198	
Dues & Subscriptions	175	0	175	
Website Management	2,000	167	833	
				
Total Administrative Expenditures	$	85,126	$	3,748	$	30,913	
				
Total Expenditures	$	332,126	$	3,748	$	40,473	
				
Revenues Less Expenditures	$	452,962	$	10,203	$	700,647	
				
Bond Payments	(405,915)	(7,249)	(380,653)	
				
Balance	$	47,047	$	2,954	$	319,994	
				
County Appraiser & Tax Collector Fee	(15,682)	(133)	(6,982)	
Discounts For Early Payments	(31,365)	(300)	(28,688)	
				
Excess/ (Shortfall)	$	-	$	2,521	$	284,324	
				
Carryover from Prior Year	0	0	0	
				
Net Excess/ (Shortfall)	$	-	$	2,521	$	284,324	

Bank Balance As Of 2/28/25	$	1,358,148.61	
Accounts Payable As Of 2/28/25	$	83,186.06	
Accounts Receivable As Of 2/28/25	$	-	
Reserve For Roadway Improvements As Of 2/28/25	$	624,000.00	
Reserve For Drainage Improvements As Of 2/28/25	$	170,300.00	
Available Funds As Of 2/28/25	$	480,662.55	

Kendall Breeze Community Development District Check Register
January 2025 ‐ February 2025

Reference #	Date	Vendor	Amount	
1‐1	1/7/2025	Billing, Cochran, Lyles, Mauro, & Ramsey	400.00	
1‐1	1/7/2025	Special District Services, Inc.	5,955.71	
2‐1	2/11/2025	Billing, Cochran, Lyles, Mauro, & Ramsey	400.00	
2‐2	2/11/2025	Special District Services, Inc.	3,565.10	
2‐3	2/11/2025	Kendall Breeze CDD (Assessment Account)	295,395.95	
		TOTAL	305,716.76	

KENDALL BREEZE CDD TAX COLLECTIONS 2024-2025

#	

ID#	

PAYMENT FROM	

DATE	

FOR	

Tax Collect Receipts	

Interest Received	

Commissions Paid	

Discount	

Net From Tax Collector	Admin Assessment Income (Before Discounts & Fees)	Maint Assessment Income (Before Discounts & Fees)	Debt Assessment Income (Before Discounts & Fees)	Admin Assessment Income (After Discounts & Fees)	Maint Assessment Income (After Discounts & Fees)	Debt Assessment Income (After Discounts & Fees)	

Debt Assessment Paid to Trustee	
									$	784,139	$	89,541	$	262,774	$	431,824	$	89,541	$	262,774	$	431,824		
									$	738,041	$	85,126	$	247,000	$	405,915	$	85,126	$	247,000	$	405,915	$	405,915	
1	1	Miami-Dade Tax Collector	12/09/24	NAV Taxes	$  564,394.03		$  (5,418.20)	$ (22,575.16)	$  536,400.67	$  64,453.78	$  189,128.45	$  310,811.80	$  61,256.82	$  179,747.90	$  295,395.95	$  295,395.95	
2	2	Miami-Dade Tax Collector	11/25/24	NAV Taxes	$	62,521.32		$	(600.21)	$  (2,500.80)	$	59,420.31	$	7,139.94	$	20,950.89	$	34,430.49	$	6,785.81	$  19,911.74	$	32,722.76	$	32,722.76	
3	3	Miami-Dade Tax Collector	11/26/24	NAV Taxes	$	47,998.45		$	(460.76)	$  (1,919.90)	$	45,617.79	$	5,481.42	$	16,084.28	$	26,432.75	$	5,209.55	$  15,286.52	$	25,121.72	$	25,121.72	
4	4	Miami-Dade Tax Collector	12/04/24	NAV Taxes	$	5,399.74		$	(51.40)	$	(260.57)	$	5,087.77	$	616.65	$	1,809.45	$	2,973.64	$	581.03	$	1,704.91	$	2,801.83	$	2,801.83	
5	5	Miami-Dade Tax Collector	01/10/25	NAV Taxes	$	13,797.66		$	(133.90)	$	(405.75)	$	13,258.01	$	1,575.69	$	4,623.60	$	7,598.37	$	1,514.07	$	4,442.76	$	7,301.18	$	7,301.18	
6	6	Miami-Dade Tax Collector	12/19/24	NAV Taxes	$	19,179.13		$	(184.56)	$	(725.87)	$	18,268.70	$	2,190.25	$	6,426.93	$	10,561.95	$	2,086.29	$	6,121.84	$	10,060.57	$	10,060.57	
7	7	Miami-Dade Tax Collector	02/07/25	Interest		$  354.91			$	354.91	$	354.91			$	354.91			$	-	
8	8	Miami-Dade Tax Collector	02/12/25	NAV Taxes	$	13,595.87		$	(132.95)	$	(300.13)	$	13,162.79	$	1,552.64	$	4,555.98	$	7,487.25	$	1,503.18	$	4,410.86	$	7,248.75	$	7,248.75	
9									$	-							$	-	
10									$	-							$	-	
11									$	-							$	-	
12									$	-							$	-	
13									$	-							$	-	
14									$	-							$	-	
15									$	-							$	-	
16									$	-							$	-	
					$ 726,886.20	$  354.91	$ (6,981.98)	$ (28,688.18)	$ 691,570.95	$ 83,365.28	$ 243,579.58	$ 400,296.25	$ 79,291.66	$ 231,626.53	$ 380,652.76	$ 380,652.76	

Assessment Roll			Collections	Note: $784,139, $89,541, $262,7774 and $431,824 are 2024/2025 Budgeted	
Admin:	$89,541.48		92.70%	assessments before discounts and fees.	
Maint:	$262,773.63			Note: $738,041, $85,126, $247,000 and $405,915 are 2024/2025 Budgeted	
Debt:	$431,823.85			assessments after discounts and fees.	
Total	$784,138.96				
		
$  726,886.20		
		$	354.91	$  691,570.95	
		$	(83,365.28)	$  (79,291.66)	
		$  (243,579.58)	$  (231,626.53)	
		$  (400,296.25)	$  (380,652.76)	
		$	-	$	-	

Kendall Breeze Memorandum

	MEMORANDUM	
DATE:	February 21, 2025	
TO:	Yamilet A. Senespleda, P.E., PTOE	
FROM:	Juan S. Calderon, P.E., PTOE and Kendall Breeze Community Association	
SUBJECT:	Kendall Breeze Traffic Study for Petition of signs along SW 120th Street	

1.0 STUDY SITE

The Kendall Breeze community is non-gated with 3 entry/exit driveways that connect with Msgr. Bryan O. Walsh St / SW 120th Street and 2 entry/exit driveways that connect with SW 122nd Avenue. SW 120th Street is a four-lane, two-way west/eastbound road. SW 122nd Avenue is a four-lane, two-way north/southbound road. The street location and intersection’s approach lane configuration are shown in Figure 1.
The posted speed limit for SW 120th Street is 35 mph, and both sides of the road maintain 6-foot sidewalks with a curb for the entire length of the corridor. The posted speed limit for 122nd Avenue is 30 mph, and both sides of the road maintain 6-foot sidewalks with a curb for the entire length of the corridor. Existing conditions are shown in Figure 2.

Figure 1. Existing Lane Configuration for Kendall Breeze Residential Community

CALTRAN Engineering Group, Inc.

Kendall Breeze Memorandum

Figure 2. Existing Conditions

CALTRAN Engineering Group, Inc.

2.0 DATA COLLECTION / OBSERVATIONS

Traffic data was collected during September 4th, 2024, at the intersections and stations identified in Figure 3. Raw data can be found in Appendix A. 24 Hour and Peak Volume Data Collection are shown in Table 1.
Turning Movement Counts (TMCs) were collected at six (6) intersections, during peak AM and PM peak periods (7-9 AM & 4-6 PM), respectively.
SW 120th Street & SW 123rd Pass.
SW 120th Street & SW 123rd Court.
SW 120th Street & SW 122nd Path.
SW 122nd Street & SW 122nd Avenue.
SW 125th Street & SW 122nd Avenue.
SW 121st Terrace & SW 123rd Pass.
24-hour Volume Counts were collected at four locations.
SW 122nd Street West of SW 122nd Path.
SW 122nd Court South of SW 122nd Street.
SW 123rd Terrace West of SW 123rd Avenue.
SW 122nd Path North of SW 124th Terrace.

Figure 3. Data Collection Locations

Table 1. 24-Hour and Peak Volume Data Collection Summary
Location	ADT	AM Peak	PM Peak	
SW 123rd Pass South of SW 120th Street	3430	209	262	
SW 122nd Street West of SW 122nd Path	1373	178	107	
SW 123rd Terr West of SW 123rd Ave	651	61	52	
SW 122nd Path South of SW 123rd Terr	313	42	40	
SW 122nd Ct South of SW 122nd Street	198	20	21	

Data collection indicates a significant number of vehicles exiting the South Kendall Square Shopping Center are bypassing main roads and entering the Kendall Breeze community. These vehicles use SW 121st Terrace, making an eastbound right turn onto SW 123rd Pass. Additionally, many drivers are avoiding the westbound left-turn congestion at the intersection of SW 120th Street and SW 122nd Avenue by instead entering the Kendall Breeze community at the intersection of SW 122nd Path and SW 123rd Pass. From there, they cut through residential streets to reach SW 122nd Avenue and head southbound.
Furthermore, eastbound vehicles on SW 120th Street, rather than waiting to make a westbound left turn at the intersection of SW 120th Street and SW 122nd Avenue, are entering the community by performing a westbound left turn at the intersections of SW 120th Street with SW 123rd Pass and SW 120th Street with SW 122nd Path. These drivers then use residential streets to bypass congestion at the intersection and eventually make a left turn to exit onto SW 122nd Avenue.
This influx of non-residential traffic is causing concerns among residents, as it leads to increased noise, safety risks, and potential congestion in the Kendall Breeze neighborhood. The growing trend of cut-through traffic in the area is exacerbating these issues, as observed during field studies, and contributing to concerns about congestion, noise, and safety for residents. Vehicle daily volumes, along with the highlighted entries and exits into and out of the community, are shown in Figure 4.

Kendall Breeze Memorandum

Figure 4. Vehicle Daily Volumes

Kendall Breeze Memorandum

3.0 RECOMMENDATIONS

To address the growing issue of cut-through traffic in the Kendall Breeze community, several measures can be implemented to improve traffic flow and ensure the safety and well-being of residents. The conditions outlined in this report aim to enhance mobility for both motorized and non-motorized traffic within the Kendall Breeze study area. A thorough evaluation has been conducted, assessing all potential configurations for improving the roadway network.
The objective of the alternative development process is to reduce the amount of cut- through traffic in Kendall Breeze while redesigning typical roadway sections to fit within the existing right-of-way. This involves incorporating traffic calming measures, which consist of physical interventions aimed at minimizing the negative impacts of motor vehicle use, modifying driver behavior, and improving conditions for non-motorized street users. These measures will not only reduce cut-through traffic but also enhance safety for motorists, cyclists, and pedestrians.
One key measure is the installation of “No Right Turns, Monday-Friday 7:00 AM to 9:00 AM” signs at the SW 120th Street entrances to Kendall Breeze to prevent eastbound vehicles from using the community as a cut-through. This would help limit vehicle entry into the community during peak times and reduce the temptation to bypass congested main roads. Additionally, “No Left Turns, Monday-Friday 7:00 AM to 9:00 AM” signs will be placed at the same entrances to prevent westbound vehicles from entering the community and using it as a shortcut to main roads. Proposed conditions are shown in Figure 5.
Thus, as a result of this study, we respectfully request the installation of regulatory signs that restrict right and left turn movements to enter the community during AM peak hours included as part of the recommendations presented herein.

Kendall Breeze Memorandum

Figure 5. Proposed Conditions

Kendall Breeze Memorandum

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.	
Project:	Kendall Breeze – Memorandum	
Location:	12300 SW 125th Street, Miami, FL 33186	
Client:	Kendall Breeze Community	

Report Prepared by:	CALTRAN Engineering Group, Inc. 790 NW 109th Avenue Suite 200
Miami, FL 33172
Certificate of Authorization 29379	
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

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.

P a g e | 13

Appendix A
Data Collection

C A L T R A N  E n g i n e e r i n g  G r o u p

Time	1st	Direction: 2nd	3rd	N	4th	Total	1st	Direction: 2nd	3rd	S	4th	Total	Combined Total	
0000	5	0	2	1	8	|	2	1	4	7	14	|	22	
0100	0	1	2	0	3	|	2	2	1	0	5	|	8	
0200	1	1	0	1	3	|	0	0	1	0	1	|	4	
0300	0	2	2	1	5	|	2	0	1	2	5	|	10	
0400	2	2	4	4	12	|	2	1	0	1	4	|	16	
0500	7	7	14	7	35	|	1	3	2	0	6	|	41	
0600	17	30	30	36	113	|	13	15	9	7	44	|	157	
0700	30	33	36	29	128	|	13	15	18	15	61	|	189	
0800	46	24	22	22	114	|	8	16	16	22	62	|	176	
0900	33	29	25	22	109	|	24	28	26	30	108	|	217	
1000	14	29	23	27	93	|	19	30	27	18	94	|	187	
1100	21	17	20	17	75	|	13	17	17	18	65	|	140	
1200	29	28	29	22	108	|	23	26	12	25	86	|	194	
1300	38	34	38	31	141	|	33	20	25	23	101	|	242	
1400	25	26	35	26	112	|	24	38	33	30	125	|	237	
1500	21	29	23	15	88	|	46	31	38	28	143	|	231	
1600	29	38	22	28	117	|	37	41	39	22	139	|	256	
1700	30	24	23	26	103	|	30	32	45	49	156	|	259	
1800	27	19	21	26	93	|	36	32	36	44	148	|	241	
1900	25	25	17	14	81	|	30	37	42	28	137	|	218	
2000	15	21	10	20	66	|	28	29	14	35	106	|	172	
2100	11	8	10	7	36	|	28	16	13	23	80	|	116	
2200	11	5	7	6	29	|	5	8	8	10	31	|	60	
2300	3	1	3	3	10	|	8	4	5	10	27	|	37	
24-Hour	Totals:				1682						1748		3430	
Peak Volume Information
Direction: N	Direction: S	Combined Directions
	Hour	Volume	Hour	Volume	Hour	Volume	
A.M.	715	144	845	100	845	209	
P.M.	1300	141	1715	162	1715	262	
Daily	715	144	1715	162	1715	262	

Generated by SPS 5.0.0.61

Time	
1st	Direction: 2nd	3rd	E	
4th	
Total	
1st	Direction: 2nd	3rd	W	
4th	
Total	Combined Total	
0000	0	0	0	0	0	|	2	0	0	0	2	|	2	
0100	0	0	0	0	0	|	1	0	1	0	2	|	2	
0200	0	0	0	1	1	|	0	0	0	1	1	|	2	
0300	2	0	1	0	3	|	1	0	1	0	2	|	5	
0400	3	0	1	0	4	|	0	0	0	2	2	|	6	
0500	0	0	1	2	3	|	0	0	1	0	1	|	4	
0600	6	16	16	27	65	|	1	7	2	3	13	|	78	
0700	33	34	40	55	162	|	2	2	5	6	15	|	177	
0800	32	27	31	21	111	|	4	9	10	2	25	|	136	
0900	16	18	10	10	54	|	5	4	4	5	18	|	72	
1000	15	5	13	4	37	|	3	2	3	3	11	|	48	
1100	6	11	13	8	38	|	2	6	2	8	18	|	56	
1200	10	13	11	9	43	|	5	4	3	3	15	|	58	
1300	17	20	16	13	66	|	13	6	8	5	32	|	98	
1400	14	9	9	11	43	|	12	6	11	2	31	|	74	
1500	22	26	14	7	69	|	7	9	7	12	35	|	104	
1600	10	19	10	11	50	|	12	7	6	10	35	|	85	
1700	12	11	15	19	57	|	4	14	11	18	47	|	104	
1800	8	9	16	11	44	|	11	13	10	8	42	|	86	
1900	7	10	6	7	30	|	9	8	10	10	37	|	67	
2000	4	2	3	3	12	|	6	4	8	7	25	|	37	
2100	7	6	3	2	18	|	8	7	2	4	21	|	39	
2200	1	3	6	0	10	|	6	3	2	2	13	|	23	
2300	2	0	0	0	2	|	5	2	1	0	8	|	10	
24-Hour	Totals:				922						451		1373	
Peak Volume Information
Direction: E	Direction: W	Combined Directions
	Hour	Volume	Hour	Volume	Hour	Volume	
A.M.	700	162	745	29	715	178	
P.M.	1445	73	1715	54	1715	107	
Daily	700	162	1715	54	715	178	

Generated by SPS 5.0.0.61

Time	
1st	Direction: 2nd	3rd	E	
4th	
Total	
1st	Direction: 2nd	3rd	W	
4th	
Total	Combined Total	
0000	2	0	1	0	3	|	0	0	0	0	0	|	3	
0100	1	1	0	1	3	|	2	0	0	1	3	|	6	
0200	0	0	0	0	0	|	0	0	0	0	0	|	0	
0300	0	1	1	0	2	|	1	0	0	0	1	|	3	
0400	0	1	1	0	2	|	0	0	0	0	0	|	2	
0500	1	3	2	0	6	|	0	2	0	0	2	|	8	
0600	2	2	4	5	13	|	0	6	4	1	11	|	24	
0700	10	5	6	4	25	|	9	1	6	3	19	|	44	
0800	15	8	13	7	43	|	2	5	10	1	18	|	61	
0900	9	6	9	9	33	|	5	2	9	4	20	|	53	
1000	7	1	3	11	22	|	4	5	7	1	17	|	39	
1100	0	0	7	2	9	|	5	3	9	8	25	|	34	
1200	3	6	3	2	14	|	8	7	6	1	22	|	36	
1300	3	2	7	10	22	|	2	3	6	2	13	|	35	
1400	3	1	4	12	20	|	9	0	4	4	17	|	37	
1500	5	2	5	3	15	|	6	4	2	3	15	|	30	
1600	6	4	8	4	22	|	7	5	5	2	19	|	41	
1700	8	3	6	8	25	|	3	8	8	1	20	|	45	
1800	9	9	9	10	37	|	1	5	4	5	15	|	52	
1900	3	5	6	1	15	|	7	5	3	2	17	|	32	
2000	8	5	2	6	21	|	3	2	5	4	14	|	35	
2100	5	2	0	0	7	|	1	0	0	2	3	|	10	
2200	1	0	2	2	5	|	2	2	2	3	9	|	14	
2300	2	0	1	2	5	|	2	0	0	0	2	|	7	
24-Hour	Totals:				369						282		651	
Peak Volume Information
Direction: E	Direction: W	Combined Directions
	Hour	Volume	Hour	Volume	Hour	Volume	
A.M.	800	43	815	21	800	61	
P.M.	1800	37	1200	22	1800	52	
Daily	800	43	1130	32	800	61	

Generated by SPS 5.0.0.61

Time	
1st	Direction: 2nd	3rd	N	
4th	
Total	
1st	Direction: 2nd	3rd	S	
4th	
Total	Combined Total	
0000	0	0	0	0	0	|	0	0	0	0	0	|	0	
0100	0	1	0	1	2	|	0	1	0	0	1	|	3	
0200	0	0	0	1	1	|	1	0	0	0	1	|	2	
0300	0	0	0	0	0	|	0	0	0	0	0	|	0	
0400	0	0	0	1	1	|	0	0	0	0	0	|	1	
0500	0	1	0	1	2	|	0	3	1	2	6	|	8	
0600	0	0	1	5	6	|	1	1	2	1	5	|	11	
0700	3	3	3	3	12	|	0	1	2	4	7	|	19	
0800	7	4	7	4	22	|	7	4	2	7	20	|	42	
0900	2	2	2	1	7	|	2	3	1	2	8	|	15	
1000	1	3	3	2	9	|	3	2	1	1	7	|	16	
1100	6	1	1	1	9	|	0	2	1	3	6	|	15	
1200	5	4	1	1	11	|	2	1	2	2	7	|	18	
1300	1	3	4	1	9	|	1	0	1	3	5	|	14	
1400	2	2	0	5	9	|	2	2	2	2	8	|	17	
1500	1	2	1	0	4	|	4	3	6	5	18	|	22	
1600	5	2	0	4	11	|	3	3	4	2	12	|	23	
1700	3	4	2	6	15	|	6	5	7	7	25	|	40	
1800	4	3	2	0	9	|	2	4	2	5	13	|	22	
1900	4	7	2	1	14	|	7	1	3	0	11	|	25	
2000	0	0	0	0	0	|	0	0	0	0	0	|	0	
2100	0	0	0	0	0	|	0	0	0	0	0	|	0	
2200	0	0	0	0	0	|	0	0	0	0	0	|	0	
2300	0	0	0	0	0	|	0	0	0	0	0	|	0	
24-Hour	Totals:				153						160		313	
Peak Volume Information
Direction: N	Direction: S	Combined Directions
	Hour	Volume	Hour	Volume	Hour	Volume	
A.M.	800	22	800	20	800	42	
P.M.	1715	16	1700	25	1700	40	
Daily	800	22	1700	25	800	42	

Generated by SPS 5.0.0.61

Time	
1st	Direction: 2nd	3rd	N	
4th	
Total	
1st	Direction: 2nd	3rd	S	
4th	
Total	Combined Total	
0000	0	0	0	1	1	|	0	0	0	0	0	|	1	
0100	0	0	1	0	1	|	0	0	0	0	0	|	1	
0200	1	0	0	2	3	|	0	0	0	0	0	|	3	
0300	2	0	1	0	3	|	0	0	0	0	0	|	3	
0400	0	2	0	1	3	|	1	0	0	0	1	|	4	
0500	0	0	2	0	2	|	2	0	1	0	3	|	5	
0600	0	0	2	1	3	|	0	0	0	2	2	|	5	
0700	5	3	2	3	13	|	1	2	0	4	7	|	20	
0800	0	3	2	0	5	|	0	4	2	0	6	|	11	
0900	0	1	0	1	2	|	3	0	1	3	7	|	9	
1000	3	2	0	3	8	|	0	3	5	1	9	|	17	
1100	0	0	1	3	4	|	0	0	0	0	0	|	4	
1200	2	1	0	0	3	|	2	1	5	1	9	|	12	
1300	0	0	1	2	3	|	1	0	3	0	4	|	7	
1400	3	1	3	0	7	|	0	3	3	3	9	|	16	
1500	2	1	1	0	4	|	4	5	0	0	9	|	13	
1600	0	0	0	1	1	|	5	1	2	1	9	|	10	
1700	1	1	2	0	4	|	2	2	2	1	7	|	11	
1800	1	0	0	0	1	|	1	2	5	4	12	|	13	
1900	1	2	1	0	4	|	1	4	3	1	9	|	13	
2000	1	1	0	0	2	|	3	6	0	3	12	|	14	
2100	0	0	0	0	0	|	1	1	0	0	2	|	2	
2200	0	1	0	0	1	|	1	0	0	1	2	|	3	
2300	0	0	0	0	0	|	0	0	1	0	1	|	1	
24-Hour	Totals:				78						120		198	
Peak Volume Information
Direction: N	Direction: S	Combined Directions
	Hour	Volume	Hour	Volume	Hour	Volume	
A.M.	700	13	745	10	700	20	
P.M.	1345	9	1430	15	1430	21	
Daily	700	13	1430	15	1430	21	

Generated by SPS 5.0.0.61

Groups Printed- Peds & Bikes

File Name : TMC-1 SW 123rd Pass at SW 121st Terrace Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

	SW 123rd Pass Southbound	SW 123rd Pass Northbound	SW 121st Terrace Westbound	SW 121st Terrace Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
*** BREAK ***
07:15 AM	0	0	0	2	0	2	0	0	0	0	0	0	2	
07:30 AM	0	0	0	0	0	0	1	0	1	0	0	0	1	
07:45 AM	0	0	0	0	0	0	1	0	1	1	0	1	2	
Total	0	0	0	2	0	2	2	0	2	1	0	1	5	

*** BREAK ***
08:15 AM	0	0	0	1	0	1	0	0	0	0	0	0	1	
08:30 AM	0	0	0	1	0	1	1	0	1	3	0	3	5	
08:45 AM	0	0	0	1	0	1	0	0	0	2	0	2	3	
Total	0	0	0	3	0	3	1	0	1	5	0	5	9	

*** BREAK ***

*** BREAK ***

04:30 PM

0	0	0

0	0	0

0	0	0

1	0	1	1

Total	0	0	0	0	0	0	0	0	0	1	0	1	1	

05:00 PM	0	0	0	0	0	0	0	0	0	1	0	1	1	
05:15 PM	0	0	0	1	0	1	0	0	0	0	0	0	1	
05:30 PM	0	0	0	0	0	0	0	0	0	1	0	1	1	
05:45 PM	0	0	0	0	0	0	0	0	0	1	0	1	1	
Total	0	0	0	1	0	1	0	0	0	3	0	3	4	

Grand Total	0	0	0	6	0	6	3	0	3	10	0	10	19	
Apprch %	0	0		100	0		100	0		100	0			
Total %	0	0	0	31.6	0	31.6	15.8	0	15.8	52.6	0	52.6		

File Name : TMC-1 SW 123rd Pass at SW 121st Terrace Site Code : 00000000
Start Date : 9/4/2024 Page No	: 2

	SW 123rd Pass Southbound	SW 123rd Pass Northbound	SW 121st Terrace Westbound	SW 121st Terrace Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	
08:15 AM	0	0	0	1	0	1	0	0	0	0	0	0	1	
08:30 AM	0	0	0	1	0	1	1	0	1	3	0	3	5	
08:45 AM	0	0	0	1	0	1	0	0	0	2	0	2	3	
Total Volume	0	0	0	3	0	3	1	0	1	5	0	5	9	
% App. Total	0	0		100	0		100	0		100	0			
PHF	.000	.000	.000	.750	.000	.750	.250	.000	.250	.417	.000	.417	.450	

File Name : TMC-1 SW 123rd Pass at SW 121st Terrace Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

	SW 123rd Pass Southbound	SW 123rd Pass Northbound	SW 121st Terrace Westbound	SW 121st Terrace Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
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	0	0	0	0	0	0	0	0	0	1	0	1	1	
05:15 PM	0	0	0	1	0	1	0	0	0	0	0	0	1	
05:30 PM	0	0	0	0	0	0	0	0	0	1	0	1	1	
05:45 PM	0	0	0	0	0	0	0	0	0	1	0	1	1	
Total Volume	0	0	0	1	0	1	0	0	0	3	0	3	4	
% App. Total	0	0		100	0		0	0		100	0			
PHF	.000	.000	.000	.250	.000	.250	.000	.000	.000	.750	.000	.750	1.00	

Groups Printed- Trucks

File Name : TMC-1 SW 123rd Pass at SW 121st Terrace Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

	SW 123rd Pass Southbound	SW 123rd Pass Northbound	SW 121st Terrace Westbound	SW 121st Terrace 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	1	0	1	0	0	0	0	0	0	0	0	0	0	1	
*** BREAK ***
07:30 AM	0	0	1	0	1	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	
*** BREAK ***
Total	0	0	1	0	1	0	0	1	0	1	0	0	0	0	0	0	0	0	0	0	2	

08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	1	1	
08:15 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	1	1	
*** BREAK ***
Total	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	2	2	2	
*** BREAK ***

04:00 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	1	1	
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	1	1	
*** BREAK ***
04:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	1	1	
Total	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	3	3	3	

*** BREAK ***

Grand Total	0	0	1	0	1	0	0	1	0	1	0	0	0	0	0	0	0	0	5	5	7	
Apprch %	0	0	100	0		0	0	100	0		0	0	0	0		0	0	0	100			
Total %	0	0	14.3	0	14.3	0	0	14.3	0	14.3	0	0	0	0	0	0	0	0	71.4	71.4		

SW 121st Terrace

Out

In

Total
0

0

0

0	0	0
Right  Thru  Left

SW 121st Terrace

Out

In

Total
5

0

5

5	0	0
Right  Thru  Left

File Name : TMC-1 SW 123rd Pass at SW 121st Terrace Site Code : 00000000

SW 123rd Pass
Out	In		Total 1

0	0
Right  Thru  Left

North

Left	Thru  Right
0	0

1
Out	In	Total SW 123rd Pass

1

1

7

6

9/4/2024 07:00 AM
9/4/2024 05:45 PM

Trucks

2

1

Start Date : 9/4/2024 Page No	: 2

File Name : TMC-1 SW 123rd Pass at SW 121st Terrace Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

	SW 123rd Pass Southbound	SW 123rd Pass Northbound	SW 121st Terrace Westbound	SW 121st Terrace 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	
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	0	0	1	0	1	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	
07:45 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	
08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	1	1	
08:15 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	1	1	
Total Volume	0	0	1	0	1	0	0	0	0	0	0	0	0	0	0	0	0	0	2	2	3	
% App. Total	0	0	100	0		0	0	0	0		0	0	0	0		0	0	0	100			
PHF	.000	.000	.250	.000	.250	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.500	.500	.750	

SW 121st Terrace

Out

In

Total
0

0

0

0	0	0
Right  Thru  Left

SW 121st Terrace

Out

In

Total
2

0

2

2	0	0
Right  Thru  Left

File Name : TMC-1 SW 123rd Pass at SW 121st Terrace Site Code : 00000000

SW 123rd Pass
Out	In		Total 1

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
0	0

0
Out	In	Total SW 123rd Pass

0

1

3

3

Peak Hour Begins at 07:30 AM

Trucks

1

0

Start Date : 9/4/2024 Page No	: 4

File Name : TMC-1 SW 123rd Pass at SW 121st Terrace Site Code : 00000000
Start Date : 9/4/2024 Page No	: 5

	SW 123rd Pass Southbound	SW 123rd Pass Northbound	SW 121st Terrace Westbound	SW 121st Terrace 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	
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	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	1	1	
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	1	1	
04:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	
04:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	1	1	1	
Total Volume	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	3	3	3	
% App. Total	0	0	0	0		0	0	0	0		0	0	0	0		0	0	0	100			
PHF	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.750	.750	.750	

SW 121st Terrace

Out

In

Total
0

0

0

0	0	0
Right  Thru  Left

SW 121st Terrace

Out

In

Total
3

0

3

3	0	0
Right  Thru  Left

File Name : TMC-1 SW 123rd Pass at SW 121st Terrace Site Code : 00000000

SW 123rd Pass
Out	In		Total 0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
0	0

0
Out	In	Total SW 123rd Pass

0

0

3

3

Peak Hour Begins at 04:00 PM

Trucks

0

0

Start Date : 9/4/2024 Page No	: 6

Groups Printed- Vehicle - Trucks
	SW 123rd Pass Southbound	SW 123rd Pass Northbound	SW 121st Terrace Westbound	SW 121st Terrace 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	2	7	3	12	0	4	26	2	32	0	1	0	1	2	0	1	2	16	19	65	
07:15 AM	0	1	9	4	14	0	6	20	1	27	0	0	0	3	3	0	7	5	25	37	81	
07:30 AM	0	0	16	1	17	0	8	28	4	40	0	0	1	1	2	0	6	5	27	38	97	
07:45 AM	0	4	10	2	16	0	5	21	2	28	0	0	0	2	2	0	5	7	36	48	94	
Total	0	7	42	10	59	0	23	95	9	127	0	1	1	7	9	0	19	19	104	142	337	

08:00 AM	0	0	5	2	7	0	5	37	1	43	0	0	0	1	1	0	4	0	26	30	81	
08:15 AM	1	0	10	3	14	0	1	17	1	19	0	0	0	1	1	0	4	4	22	30	64	
08:30 AM	0	2	11	2	15	0	2	19	0	21	0	0	1	0	1	0	4	5	25	34	71	
08:45 AM	0	3	15	3	21	0	5	16	0	21	0	0	1	1	2	0	3	4	17	24	68	
Total	1	5	41	10	57	0	13	89	2	104	0	0	2	3	5	0	15	13	90	118	284	

*** BREAK ***

04:00 PM	0	2	27	7	36	0	4	21	2	27	0	1	1	0	2	0	6	0	13	19	84	
04:15 PM	1	2	28	6	37	0	6	24	0	30	0	0	0	0	0	0	13	0	15	28	95	
04:30 PM	0	2	30	4	36	1	3	16	0	20	1	0	0	1	2	0	4	1	11	16	74	
04:45 PM	2	2	20	0	24	0	4	20	0	24	0	0	0	1	1	0	4	2	7	13	62	
Total	3	8	105	17	133	1	17	81	2	101	1	1	1	2	5	0	27	3	46	76	315	

05:00 PM	1	2	26	1	30	0	2	16	0	18	0	0	0	2	2	0	9	2	13	24	74	
05:15 PM	0	2	27	4	33	0	5	17	0	22	0	0	0	0	0	0	5	2	13	20	75	
05:30 PM	0	1	36	5	42	0	4	15	0	19	0	0	1	3	4	0	6	2	14	22	87	
05:45 PM	1	0	38	4	43	0	7	18	0	25	0	0	1	1	2	0	5	2	13	20	90	
Total	2	5	127	14	148	0	18	66	0	84	0	0	2	6	8	0	25	8	53	86	326	

Grand Total	6	25	315	51	397	1	71	331	13	416	1	2	6	18	27	0	86	43	293	422	1262	
Apprch %	1.5	6.3	79.3	12.8		0.2	17.1	79.6	3.1		3.7	7.4	22.2	66.7		0	20.4	10.2	69.4			
Total %	0.5	2	25	4	31.5	0.1	5.6	26.2	1	33	0.1	0.2	0.5	1.4	2.1	0	6.8	3.4	23.2	33.4		
Vehicle	6	25	314	51	396	1	71	330	13	415	1	2	6	18	27	0	86	43	288	417	1255	
% Vehicle	100	100	99.7	100	99.7	100	100	99.7	100	99.8	100	100	100	100	100	0	100	100	98.3	98.8	99.4	
Trucks	0	0	1	0	1	0	0	1	0	1	0	0	0	0	0	0	0	0	5	5	7	
% Trucks	0	0	0.3	0	0.3	0	0	0.3	0	0.2	0	0	0	0	0	0	0	0	1.7	1.2	0.6	

North

9/4/2024 07:00 AM
9/4/2024 05:45 PM
Vehicle Trucks

SW 121st Terrace

Out

In
27
0
27

Total 114
0
114

87
0
87

18
0
18
Right

6
0
6
Thru

3
0
3

Left

SW 121st Terrace

Out

In 417
5
422

Total 546
5
551

129
0
129

288
5
293
Right

43
0
43
Thru

86
0
86
Left

SW
Out		123rd Pa In	ss	
Total	
434		396		830	
1		1		2	
435		397		832	

51	314	31	
0	1	0	
51	315	31	
Right	Thru	Left	

Left	Thru	Right	
72	330	13	
0	1	0	
72	331	13	

605		415		1020	
6		1		7	
611
Out
SW		416
In 123rd Pa	
ss	1027
Total	

	SW 123rd Pass Southbound	SW 123rd Pass Northbound	SW 121st Terrace Westbound	SW 121st Terrace 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	
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	0	1	9	4	14	0	6	20	1	27	0	0	0	3	3	0	7	5	25	37	81	
07:30 AM	0	0	16	1	17	0	8	28	4	40	0	0	1	1	2	0	6	5	27	38	97	
07:45 AM	0	4	10	2	16	0	5	21	2	28	0	0	0	2	2	0	5	7	36	48	94	
08:00 AM	0	0	5	2	7	0	5	37	1	43	0	0	0	1	1	0	4	0	26	30	81	
Total Volume	0	5	40	9	54	0	24	106	8	138	0	0	1	7	8	0	22	17	114	153	353	
% App. Total	0	9.3	74.1	16.7		0	17.4	76.8	5.8		0	0	12.5	87.5		0	14.4	11.1	74.5			
PHF	.000	.313	.625	.563	.794	.000	.750	.716	.500	.802	.000	.000	.250	.583	.667	.000	.786	.607	.792	.797	.910	
Vehicle	0	5	39	9	53	0	24	106	8	138	0	0	1	7	8	0	22	17	113	152	351	
% Vehicle	0	100	97.5	100	98.1	0	100	100	100	100	0	0	100	100	100	0	100	100	99.1	99.3	99.4	
Trucks	0	0	1	0	1	0	0	0	0	0	0	0	0	0	0	0	0	0	1	1	2	
% Trucks	0	0	2.5	0	1.9	0	0	0	0	0	0	0	0	0	0	0	0	0	0.9	0.7	0.6	

Right  Thru  Left

Peak Hour Data

North

Peak Hour Begins at 07:15 AM
Vehicle Trucks

SW 121st Terrace

Out

In

Total
38
0
38

30
0
30

8
0
8

7	1
0	0
7	1
Right  Thru

0
0
0

Left

SW 121st Terrace

Out

In 152
1
153

Total 186
1
187

34
0
34

113
1
114
Right

17
0
17
Thru

22
0
22
Left

SW
Out		123rd Pa In	ss	
Total	
135		53		188	
0		1		1	
135		54		189	

	9	39	5	
	0	1	0	
	9	40	5	

Left	Thru	Right	
24	106	8	
0	0	0	
24	106	8	

152		138		290	
2		0		2	
154
Out
SW		138
In 123rd Pa	
ss	292
Total	

	SW 123rd Pass Southbound	SW 123rd Pass Northbound	SW 121st Terrace Westbound	SW 121st Terrace 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	
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	1	2	26	1	30	0	2	16	0	18	0	0	0	2	2	0	9	2	13	24	74	
05:15 PM	0	2	27	4	33	0	5	17	0	22	0	0	0	0	0	0	5	2	13	20	75	
05:30 PM	0	1	36	5	42	0	4	15	0	19	0	0	1	3	4	0	6	2	14	22	87	
05:45 PM	1	0	38	4	43	0	7	18	0	25	0	0	1	1	2	0	5	2	13	20	90	
Total Volume	2	5	127	14	148	0	18	66	0	84	0	0	2	6	8	0	25	8	53	86	326	
% App. Total	1.4	3.4	85.8	9.5		0	21.4	78.6	0		0	0	25	75		0	29.1	9.3	61.6			
PHF	.500	.625	.836	.700	.860	.000	.643	.917	.000	.840	.000	.000	.500	.500	.500	.000	.694	1.00	.946	.896	.906	
Vehicle	2	5	127	14	148	0	18	66	0	84	0	0	2	6	8	0	25	8	53	86	326	
% Vehicle	100	100	100	100	100	0	100	100	0	100	0	0	100	100	100	0	100	100	100	100	100	
Trucks	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	
% Trucks	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	

Right  Thru  Left

Peak Hour Data

North

Peak Hour Begins at 05:00 PM
Vehicle Trucks

SW 121st Terrace

Out

In

Total
23
0
23

15
0
15

8
0
8

6	2
0	0
6	2
Right  Thru

0
0
0

Left

SW 121st Terrace

Out

In
86
0
86

Total 120
0
120

34
0
34

53
0
53
Right

8
0
8
Thru

25
0
25
Left

SW
Out		123rd Pa In	ss	
Total	
97		148		245	
0		0		0	
97		148		245	

14	127	7	
0	0	0	
14	127	7	

Left	Thru	Right	
18	66	0	
0	0	0	
18	66	0	

180		84		264	
0		0		0	
180
Out
SW		84
In 123rd Pa	
ss	264
Total	

Groups Printed- Peds & Bikes

File Name : TMC-2 SW 120th Street at SW 123rd Pass Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

Southbound	SW 123rd Pass Northbound	SW 120th Street Westbound	SW 120th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	

*** BREAK ***

Total	0	0	0	1	0	1	0	0	0	0	0	0	1	

*** BREAK ***

07:15 AM

0	0	0

1	0	1

0	0	0

0	0	0	1

07:45 AM	0	0	0	0	0	0	0	0	0	1	0	1	1	
Total	0	0	0	1	0	1	0	0	0	1	0	1	2	

*** BREAK ***		
	08:15 AM	0	0	0	1	0	1	0	0	0	0	0	0	1	
*** BREAK ***															

*** BREAK ***															
	05:00 PM	0	0	0	1	0	1	0	0	0	0	0	0	1	
*** BREAK ***															
	Total	0	0	0	1	0	1	0	0	0	0	0	0	1	

Grand Total	
0	
0	
0	
3	
0	
3	
0	
0	
0	
1	
0	
1	
4	
Apprch %	0	0		100	0		0	0		100	0			
Total %	0	0	0	75	0	75	0	0	0	25	0	25		

File Name : TMC-2 SW 120th Street at SW 123rd Pass Site Code : 00000000
Start Date : 9/4/2024 Page No	: 2

	
Southbound	SW 123rd Pass Northbound	SW 120th Street Westbound	SW 120th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
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	0	0	0	0	0	0	0	0	0	0	0	0	0	
07:15 AM	0	0	0	1	0	1	0	0	0	0	0	0	1	
07:30 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	
07:45 AM	0	0	0	0	0	0	0	0	0	1	0	1	1	
Total Volume	0	0	0	1	0	1	0	0	0	1	0	1	2	
% App. Total	0	0		100	0		0	0		100	0			
PHF	.000	.000	.000	.250	.000	.250	.000	.000	.000	.250	.000	.250	.500	

File Name : TMC-2 SW 120th Street at SW 123rd Pass Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

Southbound	SW 123rd Pass Northbound	SW 120th Street Westbound	SW 120th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
04:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
04:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
05:00 PM	0	0	0	1	0	1	0	0	0	0	0	0	1	
Total Volume	0	0	0	1	0	1	0	0	0	0	0	0	1	
% App. Total	0	0		100	0		0	0		0	0			
PHF	.000	.000	.000	.250	.000	.250	.000	.000	.000	.000	.000	.000	.250	

Groups Printed- Trucks

File Name : TMC-2 SW 120th Street at SW 123rd Pass Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

Southbound	SW 123rd Pass Northbound	SW 120th Street Westbound	SW 120th 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	0	0	0	0	0	0	0	0	0	0	0	0	11	0	11	0	0	6	0	6	17	
07:15 AM	0	0	0	0	0	0	0	0	0	0	0	0	5	0	5	0	0	9	0	9	14	
07:30 AM	0	0	0	0	0	0	0	0	0	0	0	1	8	0	9	0	0	8	0	8	17	
07:45 AM	0	0	0	0	0	0	0	0	0	0	0	0	5	0	5	0	0	5	0	5	10	
Total	0	0	0	0	0	0	0	0	0	0	0	1	29	0	30	0	0	28	0	28	58	

08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	11	0	11	0	0	9	0	9	20	
08:15 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	8	0	8	14	
08:30 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	4	0	4	10	
08:45 AM	0	0	0	0	0	0	0	0	0	0	0	0	7	0	7	0	0	11	0	11	18	
Total	0	0	0	0	0	0	0	0	0	0	0	0	30	0	30	0	0	32	0	32	62	

*** BREAK ***

04:00 PM	0	0	0	0	0	0	0	0	0	0	0	0	7	0	7	0	0	3	0	3	10	
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	7	0	7	13	
04:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	5	0	5	9	
04:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	3	0	3	0	0	6	0	6	9	
Total	0	0	0	0	0	0	0	0	0	0	0	0	20	0	20	0	0	21	0	21	41	

05:00 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	2	0	2	6	
05:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	3	0	3	0	0	4	0	4	7	
05:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	4	0	4	10	
05:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	2	0	2	0	0	3	0	3	5	
Total	0	0	0	0	0	0	0	0	0	0	0	0	15	0	15	0	0	13	0	13	28	

Grand Total	0	0	0	0	0	0	0	0	0	0	0	1	94	0	95	0	0	94	0	94	189	
Apprch %	0	0	0	0		0	0	0	0		0	1.1	98.9	0		0	0	100	0			
Total %	0	0	0	0	0	0	0	0	0	0	0	0.5	49.7	0	50.3	0	0	49.7	0	49.7		

SW 120th Street

Out

In
95

Total 189

94

0	94
Right  Thru

1
Left

SW 120th Street

Out

In
94

Total 188

94

0	94

0

Right  Thru  Left

File Name : TMC-2 SW 120th Street at SW 123rd Pass Site Code : 00000000

Out	In		Total 0

0	0
Right  Thru  Left

North

Left	Thru  Right
0	0

0
Out	In	Total SW 123rd Pass

0

0

1

1

9/4/2024 07:00 AM
9/4/2024 05:45 PM

Trucks

0

0

Start Date : 9/4/2024 Page No	: 2

File Name : TMC-2 SW 120th Street at SW 123rd Pass Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

Southbound	SW 123rd Pass Northbound	SW 120th Street Westbound	SW 120th 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	
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	11	0	11	0	0	9	0	9	20	
08:15 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	8	0	8	14	
08:30 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	4	0	4	10	
08:45 AM	0	0	0	0	0	0	0	0	0	0	0	0	7	0	7	0	0	11	0	11	18	
Total Volume	0	0	0	0	0	0	0	0	0	0	0	0	30	0	30	0	0	32	0	32	62	
% App. Total	0	0	0	0		0	0	0	0		0	0	100	0		0	0	100	0			
PHF	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.682	.000	.682	.000	.000	.727	.000	.727	.775	

SW 120th Street

Out

In
30

Total
62

32

0	30
Right  Thru

0
Left

SW 120th Street

Out

In
32

Total
62

30

0	32

0

Right  Thru  Left

File Name : TMC-2 SW 120th Street at SW 123rd Pass Site Code : 00000000

Out	In		Total 0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
0	0

0
Out	In	Total SW 123rd Pass

0

0

0

0

Peak Hour Begins at 08:00 AM

Trucks

0

0

Start Date : 9/4/2024 Page No	: 4

File Name : TMC-2 SW 120th Street at SW 123rd Pass Site Code : 00000000
Start Date : 9/4/2024 Page No	: 5

Southbound	SW 123rd Pass Northbound	SW 120th Street Westbound	SW 120th 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	
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	0	0	0	0	0	0	0	0	0	0	0	0	7	0	7	0	0	3	0	3	10	
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	7	0	7	13	
04:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	5	0	5	9	
04:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	3	0	3	0	0	6	0	6	9	
Total Volume	0	0	0	0	0	0	0	0	0	0	0	0	20	0	20	0	0	21	0	21	41	
% App. Total	0	0	0	0		0	0	0	0		0	0	100	0		0	0	100	0			
PHF	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.714	.000	.714	.000	.000	.750	.000	.750	.788	

SW 120th Street

Out

In
20

Total
41

21

0	20
Right  Thru

0
Left

SW 120th Street

Out

In
21

Total
41

20

0	21

0

Right  Thru  Left

File Name : TMC-2 SW 120th Street at SW 123rd Pass Site Code : 00000000

Out	In		Total 0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
0	0

0
Out	In	Total SW 123rd Pass

0

0

0

0

Peak Hour Begins at 04:00 PM

Trucks

0

0

Start Date : 9/4/2024 Page No	: 6

Groups Printed- Vehicle - Trucks
	
Southbound	SW 123rd Pass Northbound	SW 120th Street Westbound	SW 120th 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	0	0	0	0	0	0	16	0	11	27	0	5	172	0	177	2	0	199	7	208	412	
07:15 AM	0	0	0	0	0	0	20	0	10	30	0	9	222	0	231	1	0	179	5	185	446	
07:30 AM	0	0	0	0	0	0	20	0	13	33	0	13	221	0	234	2	0	173	4	179	446	
07:45 AM	0	0	0	0	0	0	19	0	9	28	0	8	266	0	274	1	0	175	9	185	487	
Total	0	0	0	0	0	0	75	0	43	118	0	35	881	0	916	6	0	726	25	757	1791	

08:00 AM	0	0	0	0	0	0	35	0	8	43	0	8	261	0	269	6	0	223	0	229	541	
08:15 AM	0	0	0	0	0	0	12	0	11	23	0	12	292	0	304	0	0	213	2	215	542	
08:30 AM	0	0	0	0	0	0	15	0	8	23	0	6	265	0	271	1	0	250	10	261	555	
08:45 AM	0	0	0	0	0	0	10	0	10	20	1	10	296	0	307	1	0	256	10	267	594	
Total	0	0	0	0	0	0	72	0	37	109	1	36	1114	0	1151	8	0	942	22	972	2232	

*** BREAK ***

04:00 PM	0	0	0	0	0	0	15	0	11	26	1	21	322	0	344	2	0	283	15	300	670	
04:15 PM	0	0	0	0	0	0	23	0	12	35	0	16	261	0	277	1	0	224	22	247	559	
04:30 PM	0	0	0	0	0	0	15	0	8	23	1	20	293	0	314	2	0	236	15	253	590	
04:45 PM	0	0	0	0	0	0	19	0	7	26	0	8	237	0	245	3	0	233	16	252	523	
Total	0	0	0	0	0	0	72	0	38	110	2	65	1113	0	1180	8	0	976	68	1052	2342	

05:00 PM	0	0	0	0	0	0	18	0	10	28	0	16	268	0	284	2	0	270	14	286	598	
05:15 PM	0	0	0	0	0	0	16	0	8	24	0	19	268	0	287	1	0	273	12	286	597	
05:30 PM	0	0	0	0	0	0	15	0	9	24	0	27	269	0	296	0	0	243	14	257	577	
05:45 PM	0	0	0	0	0	0	12	0	11	23	1	25	302	0	328	4	0	241	18	263	614	
Total	0	0	0	0	0	0	61	0	38	99	1	87	1107	0	1195	7	0	1027	58	1092	2386	

Grand Total	0	0	0	0	0	0	280	0	156	436	4	223	4215	0	4442	29	0	3671	173	3873	8751	
Apprch %	0	0	0	0		0	64.2	0	35.8		0.1	5	94.9	0		0.7	0	94.8	4.5			
Total %	0	0	0	0	0	0	3.2	0	1.8	5	0	2.5	48.2	0	50.8	0.3	0	41.9	2	44.3		
Vehicle	0	0	0	0	0	0	280	0	156	436	4	222	4121	0	4347	29	0	3577	173	3779	8562	
% Vehicle	0	0	0	0	0	0	100	0	100	100	100	99.6	97.8	0	97.9	100	0	97.4	100	97.6	97.8	
Trucks	0	0	0	0	0	0	0	0	0	0	0	1	94	0	95	0	0	94	0	94	189	
% Trucks	0	0	0	0	0	0	0	0	0	0	0	0.4	2.2	0	2.1	0	0	2.6	0	2.4	2.2	

Right  Thru  Left

North

9/4/2024 07:00 AM
9/4/2024 05:45 PM
Vehicle Trucks

SW 120th Street

Out

In 4347
95
4442

Total 8080
189
8269

3733
94
3827

0
0
0
Right

4121
94
4215
Thru

226
1
227
Left

SW 120th Street

Out

In 3779
94
3873

Total 8180
188
8368

4401
94
4495

173
0
173
Right

3577
94
3671
Thru

29
0
29
Left

Out		
In			
Total	
29			0		29	
0			0		0	
29			0		29	

0	0	0	
0	0	0	
0	0	0	

Left	Thru	Right	
280	0	156	
0	0	0	
280	0	156	

399		436		835	
1		0		1	
400
Out
SW	436
In 123rd Pa	
ss	836
Total	

	
Southbound	SW 123rd Pass Northbound	SW 120th Street Westbound	SW 120th 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	
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM	0	0	0	0	0	0	35	0	8	43	0	8	261	0	269	6	0	223	0	229	541	
08:15 AM	0	0	0	0	0	0	12	0	11	23	0	12	292	0	304	0	0	213	2	215	542	
08:30 AM	0	0	0	0	0	0	15	0	8	23	0	6	265	0	271	1	0	250	10	261	555	
08:45 AM	0	0	0	0	0	0	10	0	10	20	1	10	296	0	307	1	0	256	10	267	594	
Total Volume	0	0	0	0	0	0	72	0	37	109	1	36	1114	0	1151	8	0	942	22	972	2232	
% App. Total	0	0	0	0		0	66.1	0	33.9		0.1	3.1	96.8	0		0.8	0	96.9	2.3			
PHF	.000	.000	.000	.000	.000	.000	.514	.000	.841	.634	.250	.750	.941	.000	.937	.333	.000	.920	.550	.910	.939	
Vehicle	0	0	0	0	0	0	72	0	37	109	1	36	1084	0	1121	8	0	910	22	940	2170	
% Vehicle	0	0	0	0	0	0	100	0	100	100	100	100	97.3	0	97.4	100	0	96.6	100	96.7	97.2	
Trucks	0	0	0	0	0	0	0	0	0	0	0	0	30	0	30	0	0	32	0	32	62	
% Trucks	0	0	0	0	0	0	0	0	0	0	0	0	2.7	0	2.6	0	0	3.4	0	3.3	2.8	

Right  Thru  Left

Peak Hour Data

North

Peak Hour Begins at 08:00 AM
Vehicle Trucks

SW 120th Street

Out

In 1121
30
1151

Total 2068
62
2130

947
32
979

0
0
0
Right

1084
30
1114
Thru

37
0
37
Left

SW 120th Street

Out

In 940
32
972

Total 2096
62
2158

1156
30
1186

22
0
22
Right

910
32
942

8
0
8

Thru  Left

Out			
In			
Total	
	8			0		8	
	0			0		0	
	8			0		8	

0	0	0	
0	0	0	
0	0	0	

Left	Thru	Right	
72	0	37	
0	0	0	
72	0	37	

59		109		168	
0		0		0	
59
Out
SW	109
In 123rd Pa	
ss	168
Total	

	
Southbound	SW 123rd Pass Northbound	SW 120th Street Westbound	SW 120th 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	
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	0	0	0	0	0	0	18	0	10	28	0	16	268	0	284	2	0	270	14	286	598	
05:15 PM	0	0	0	0	0	0	16	0	8	24	0	19	268	0	287	1	0	273	12	286	597	
05:30 PM	0	0	0	0	0	0	15	0	9	24	0	27	269	0	296	0	0	243	14	257	577	
05:45 PM	0	0	0	0	0	0	12	0	11	23	1	25	302	0	328	4	0	241	18	263	614	
Total Volume	0	0	0	0	0	0	61	0	38	99	1	87	1107	0	1195	7	0	1027	58	1092	2386	
% App. Total	0	0	0	0		0	61.6	0	38.4		0.1	7.3	92.6	0		0.6	0	94	5.3			
PHF	.000	.000	.000	.000	.000	.000	.847	.000	.864	.884	.250	.806	.916	.000	.911	.438	.000	.940	.806	.955	.971	
Vehicle	0	0	0	0	0	0	61	0	38	99	1	87	1092	0	1180	7	0	1014	58	1079	2358	
% Vehicle	0	0	0	0	0	0	100	0	100	100	100	100	98.6	0	98.7	100	0	98.7	100	98.8	98.8	
Trucks	0	0	0	0	0	0	0	0	0	0	0	0	15	0	15	0	0	13	0	13	28	
% Trucks	0	0	0	0	0	0	0	0	0	0	0	0	1.4	0	1.3	0	0	1.3	0	1.2	1.2	

Right  Thru  Left

Peak Hour Data

North

Peak Hour Begins at 05:00 PM
Vehicle Trucks

SW 120th Street

Out

In 1180
15
1195

Total 2232
28
2260

1052
13
1065

0
0
0
Right

1092
15
1107
Thru

88
0
88
Left

SW 120th Street

Out

In 1079
13
1092

Total 2232
28
2260

1153
15
1168

58
0
58
Right

1014
13
1027

7
0
7

Thru  Left

Out			
In			
Total	
	7			0		7	
	0			0		0	
	7			0		7	

0	0	0	
0	0	0	
0	0	0	

Left	Thru	Right	
61	0	38	
0	0	0	
61	0	38	

146		99		245	
0		0		0	
146
Out
SW	99
In 123rd Pa	
ss	245
Total	

Total	0	0	0	0	1	1	0	0	0	0	0	0	1	

Groups Printed- Peds & Bikes

File Name : TMC-3 SW 120th Street at SW 123rd Ct Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

Southbound	SW 123rd Ct Northbound	SW 120th Street Westbound	SW 120th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
*** BREAK ***		
	07:15 AM	0	0	0	0	1	1	0	0	0	0	0	0	1	
*** BREAK ***															

*** BREAK ***															
	08:15 AM	0	0	0	0	1	1	0	0	0	0	0	0	1	
*** BREAK ***															

08:45 AM	0	0	0	1	0	1	0	0	0	0	0	0	1	
Total	0	0	0	1	1	2	0	0	0	0	0	0	2	

*** BREAK ***

*** BREAK ***

05:00 PM

0	0	0

0	1	1

0	0	0

0	0	0	1

Total	0	0	0	0	1	1	0	0	0	0	0	0	1	

Grand Total	0	0	0	1	3	4	0	0	0	0	0	0	4	
Apprch %	0	0		25	75		0	0		0	0			
Total %	0	0	0	25	75	100	0	0	0	0	0	0		

File Name : TMC-3 SW 120th Street at SW 123rd Ct Site Code : 00000000
Start Date : 9/4/2024 Page No	: 2

	
Southbound	SW 123rd Ct Northbound	SW 120th Street Westbound	SW 120th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	
08:15 AM	0	0	0	0	1	1	0	0	0	0	0	0	1	
08:30 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	
08:45 AM	0	0	0	1	0	1	0	0	0	0	0	0	1	
Total Volume	0	0	0	1	1	2	0	0	0	0	0	0	2	
% App. Total	0	0		50	50		0	0		0	0			
PHF	.000	.000	.000	.250	.250	.500	.000	.000	.000	.000	.000	.000	.500	

File Name : TMC-3 SW 120th Street at SW 123rd Ct Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

Southbound	SW 123rd Ct Northbound	SW 120th Street Westbound	SW 120th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
04:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
04:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
05:00 PM	0	0	0	0	1	1	0	0	0	0	0	0	1	
Total Volume	0	0	0	0	1	1	0	0	0	0	0	0	1	
% App. Total	0	0		0	100		0	0		0	0			
PHF	.000	.000	.000	.000	.250	.250	.000	.000	.000	.000	.000	.000	.250	

Groups Printed- Trucks

File Name : TMC-3 SW 120th Street at SW 123rd Ct Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

Southbound	SW 123rd Ct Northbound	SW 120th Street Westbound	SW 120th 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	0	0	0	0	0	0	0	0	0	0	0	0	11	0	11	0	0	5	0	5	16	
07:15 AM	0	0	0	0	0	0	0	0	0	0	0	0	5	0	5	0	0	7	0	7	12	
07:30 AM	0	0	0	0	0	0	0	0	0	0	0	0	9	0	9	0	0	7	0	7	16	
07:45 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	5	0	5	11	
Total	0	0	0	0	0	0	0	0	0	0	0	0	31	0	31	0	0	24	0	24	55	

08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	10	0	10	0	0	9	0	9	19	
08:15 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	8	0	8	14	
08:30 AM	0	0	0	0	0	0	0	0	0	0	0	0	5	0	5	0	0	4	0	4	9	
08:45 AM	0	0	0	0	0	0	0	0	0	0	0	0	8	0	8	0	0	10	0	10	18	
Total	0	0	0	0	0	0	0	0	0	0	0	0	29	0	29	0	0	31	0	31	60	

*** BREAK ***

04:00 PM	0	0	0	0	0	0	0	0	0	0	0	0	9	0	9	0	0	2	0	2	11	
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	5	0	5	0	0	6	0	6	11	
04:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	5	0	5	9	
04:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	9	0	9	13	
Total	0	0	0	0	0	0	0	0	0	0	0	0	22	0	22	0	0	22	0	22	44	

05:00 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	2	0	2	6	
05:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	3	0	3	0	0	4	0	4	7	
05:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	4	0	4	10	
05:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	3	0	3	0	0	4	0	4	7	
Total	0	0	0	0	0	0	0	0	0	0	0	0	16	0	16	0	0	14	0	14	30	

Grand Total	0	0	0	0	0	0	0	0	0	0	0	0	98	0	98	0	0	91	0	91	189	
Apprch %	0	0	0	0		0	0	0	0		0	0	100	0		0	0	100	0			
Total %	0	0	0	0	0	0	0	0	0	0	0	0	51.9	0	51.9	0	0	48.1	0	48.1		

SW 120th Street

Out

In
98

Total 189

91

0	98
Right  Thru

0
Left

SW 120th Street

Out

In
91

Total 189

98

0	91

0

Right  Thru  Left

File Name : TMC-3 SW 120th Street at SW 123rd Ct Site Code : 00000000

Out	In		Total 0

0	0
Right  Thru  Left

North

Left	Thru  Right
0	0

0
Out	In	Total SW 123rd Ct

0

0

0

0

9/4/2024 07:00 AM
9/4/2024 05:45 PM

Trucks

0

0

Start Date : 9/4/2024 Page No	: 2

File Name : TMC-3 SW 120th Street at SW 123rd Ct Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

Southbound	SW 123rd Ct Northbound	SW 120th Street Westbound	SW 120th 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	
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	0	0	0	0	0	0	0	0	0	0	0	0	9	0	9	0	0	7	0	7	16	
07:45 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	5	0	5	11	
08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	10	0	10	0	0	9	0	9	19	
08:15 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	8	0	8	14	
Total Volume	0	0	0	0	0	0	0	0	0	0	0	0	31	0	31	0	0	29	0	29	60	
% App. Total	0	0	0	0		0	0	0	0		0	0	100	0		0	0	100	0			
PHF	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.775	.000	.775	.000	.000	.806	.000	.806	.789	

SW 120th Street

Out

In
31

Total
60

29

0	31
Right  Thru

0
Left

SW 120th Street

Out

In
29

Total
60

31

0	29

0

Right  Thru  Left

File Name : TMC-3 SW 120th Street at SW 123rd Ct Site Code : 00000000

Out	In		Total 0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
0	0

0
Out	In	Total SW 123rd Ct

0

0

0

0

Peak Hour Begins at 07:30 AM

Trucks

0

0

Start Date : 9/4/2024 Page No	: 4

File Name : TMC-3 SW 120th Street at SW 123rd Ct Site Code : 00000000
Start Date : 9/4/2024 Page No	: 5

Southbound	SW 123rd Ct Northbound	SW 120th Street Westbound	SW 120th 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	
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	0	0	0	0	0	0	0	0	0	0	0	0	9	0	9	0	0	2	0	2	11	
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	5	0	5	0	0	6	0	6	11	
04:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	5	0	5	9	
04:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	9	0	9	13	
Total Volume	0	0	0	0	0	0	0	0	0	0	0	0	22	0	22	0	0	22	0	22	44	
% App. Total	0	0	0	0		0	0	0	0		0	0	100	0		0	0	100	0			
PHF	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.611	.000	.611	.000	.000	.611	.000	.611	.846	

SW 120th Street

Out

In
22

Total
44

22

0	22
Right  Thru

0
Left

SW 120th Street

Out

In
22

Total
44

22

0	22

0

Right  Thru  Left

File Name : TMC-3 SW 120th Street at SW 123rd Ct Site Code : 00000000

Out	In		Total 0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
0	0

0
Out	In	Total SW 123rd Ct

0

0

0

0

Peak Hour Begins at 04:00 PM

Trucks

0

0

Start Date : 9/4/2024 Page No	: 6

Groups Printed- Vehicle - Trucks
	
Southbound	SW 123rd Ct Northbound	SW 120th Street Westbound	SW 120th 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	0	0	0	0	0	0	0	0	3	3	0	0	176	0	176	0	0	205	0	205	384	
07:15 AM	0	0	0	0	0	0	0	0	1	1	0	0	230	0	230	0	0	186	0	186	417	
07:30 AM	0	0	0	0	0	0	0	0	5	5	0	0	239	0	239	0	0	189	1	190	434	
07:45 AM	0	0	0	0	0	0	0	0	4	4	0	0	272	0	272	0	0	180	0	180	456	
Total	0	0	0	0	0	0	0	0	13	13	0	0	917	0	917	0	0	760	1	761	1691	

08:00 AM	0	0	0	0	0	0	0	0	1	1	0	0	267	0	267	0	0	232	0	232	500	
08:15 AM	0	0	0	0	0	0	0	0	1	1	0	0	281	0	281	0	0	227	0	227	509	
08:30 AM	0	0	0	0	0	0	0	0	1	1	0	0	266	0	266	0	0	261	0	261	528	
08:45 AM	0	0	0	0	0	0	0	0	1	1	0	0	283	0	283	0	0	264	1	265	549	
Total	0	0	0	0	0	0	0	0	4	4	0	0	1097	0	1097	0	0	984	1	985	2086	

*** BREAK ***

04:00 PM	0	0	0	0	0	0	0	0	0	0	0	0	345	0	345	0	0	274	1	275	620	
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	279	0	279	0	0	254	2	256	535	
04:30 PM	0	0	0	0	0	0	0	0	2	2	0	0	316	0	316	0	0	230	2	232	550	
04:45 PM	0	0	0	0	0	0	0	0	2	2	0	0	266	0	266	0	0	252	3	255	523	
Total	0	0	0	0	0	0	0	0	4	4	0	0	1206	0	1206	0	0	1010	8	1018	2228	

05:00 PM	0	0	0	0	0	0	0	0	1	1	0	0	276	0	276	0	0	255	1	256	533	
05:15 PM	0	0	0	0	0	0	0	0	2	2	0	0	287	0	287	0	0	301	0	301	590	
05:30 PM	0	0	0	0	0	0	0	0	1	1	0	0	312	0	312	0	0	236	4	240	553	
05:45 PM	0	0	0	0	0	0	0	0	1	1	0	0	317	0	317	0	0	259	2	261	579	
Total	0	0	0	0	0	0	0	0	5	5	0	0	1192	0	1192	0	0	1051	7	1058	2255	

Grand Total	0	0	0	0	0	0	0	0	26	26	0	0	4412	0	4412	0	0	3805	17	3822	8260	
Apprch %	0	0	0	0		0	0	0	100		0	0	100	0		0	0	99.6	0.4			
Total %	0	0	0	0	0	0	0	0	0.3	0.3	0	0	53.4	0	53.4	0	0	46.1	0.2	46.3		
Vehicle	0	0	0	0	0	0	0	0	26	26	0	0	4314	0	4314	0	0	3714	17	3731	8071	
% Vehicle	0	0	0	0	0	0	0	0	100	100	0	0	97.8	0	97.8	0	0	97.6	100	97.6	97.7	
Trucks	0	0	0	0	0	0	0	0	0	0	0	0	98	0	98	0	0	91	0	91	189	
% Trucks	0	0	0	0	0	0	0	0	0	0	0	0	2.2	0	2.2	0	0	2.4	0	2.4	2.3	

Out

In

0	0
0	0
0	0

Total
0
0
0

Right  Thru  Left

North

Left	Thru  Right
0	0	26
0	0	0
0	0	26

17
0
17
Out

26
0
26
In
SW 123rd Ct

43
0
43
Total

9/4/2024 07:00 AM
9/4/2024 05:45 PM
Vehicle Trucks

SW 120th Street

Out

In 4314
98
4412

Total 8054
189
8243

3740
91
3831

0
0
0
Right

4314
98
4412
Thru

0
0
0

Left

SW 120th Street

Out

In 3731
91
3822

Total 8045
189
8234

4314
98
4412

17
0
17
Right

3714
91
3805
Thru  Left

0
0
0

			
0	0	0	
0	0	0	
0	0	0	

	
Southbound	SW 123rd Ct Northbound	SW 120th Street Westbound	SW 120th 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	
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM	0	0	0	0	0	0	0	0	1	1	0	0	267	0	267	0	0	232	0	232	500	
08:15 AM	0	0	0	0	0	0	0	0	1	1	0	0	281	0	281	0	0	227	0	227	509	
08:30 AM	0	0	0	0	0	0	0	0	1	1	0	0	266	0	266	0	0	261	0	261	528	
08:45 AM	0	0	0	0	0	0	0	0	1	1	0	0	283	0	283	0	0	264	1	265	549	
Total Volume	0	0	0	0	0	0	0	0	4	4	0	0	1097	0	1097	0	0	984	1	985	2086	
% App. Total	0	0	0	0		0	0	0	100		0	0	100	0		0	0	99.9	0.1			
PHF	.000	.000	.000	.000	.000	.000	.000	.000	1.00	1.00	.000	.000	.969	.000	.969	.000	.000	.932	.250	.929	.950	
Vehicle	0	0	0	0	0	0	0	0	4	4	0	0	1068	0	1068	0	0	953	1	954	2026	
% Vehicle	0	0	0	0	0	0	0	0	100	100	0	0	97.4	0	97.4	0	0	96.8	100	96.9	97.1	
Trucks	0	0	0	0	0	0	0	0	0	0	0	0	29	0	29	0	0	31	0	31	60	
% Trucks	0	0	0	0	0	0	0	0	0	0	0	0	2.6	0	2.6	0	0	3.2	0	3.1	2.9	

Out

In

0	0
0	0
0	0

Total
0
0
0

Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right

Peak Hour Begins at 08:00 AM
Vehicle Trucks

SW 120th Street

Out

In 1068
29
1097

Total 2025
60
2085

957
31
988

0
0
0
Right

1068
29
1097
Thru

0
0
0

Left

SW 120th Street

Out

In 954
31
985

Total 2022
60
2082

1068
29
1097

1
0
1
Right

953
31
984
Thru  Left

0
0
0

			
0	0	0	
0	0	0	
0	0	0	

	0	0			4		
	0	0			0		
	0	0			4		

1		
4				
5	
0		0				0	
1
Out	In SW 123r	4

d	
Ct		
Total	5	

	
Southbound	SW 123rd Ct Northbound	SW 120th Street Westbound	SW 120th 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	
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	0	0	0	0	0	0	0	0	1	1	0	0	276	0	276	0	0	255	1	256	533	
05:15 PM	0	0	0	0	0	0	0	0	2	2	0	0	287	0	287	0	0	301	0	301	590	
05:30 PM	0	0	0	0	0	0	0	0	1	1	0	0	312	0	312	0	0	236	4	240	553	
05:45 PM	0	0	0	0	0	0	0	0	1	1	0	0	317	0	317	0	0	259	2	261	579	
Total Volume	0	0	0	0	0	0	0	0	5	5	0	0	1192	0	1192	0	0	1051	7	1058	2255	
% App. Total	0	0	0	0		0	0	0	100		0	0	100	0		0	0	99.3	0.7			
PHF	.000	.000	.000	.000	.000	.000	.000	.000	.625	.625	.000	.000	.940	.000	.940	.000	.000	.873	.438	.879	.956	
Vehicle	0	0	0	0	0	0	0	0	5	5	0	0	1176	0	1176	0	0	1037	7	1044	2225	
% Vehicle	0	0	0	0	0	0	0	0	100	100	0	0	98.7	0	98.7	0	0	98.7	100	98.7	98.7	
Trucks	0	0	0	0	0	0	0	0	0	0	0	0	16	0	16	0	0	14	0	14	30	
% Trucks	0	0	0	0	0	0	0	0	0	0	0	0	1.3	0	1.3	0	0	1.3	0	1.3	1.3	

Out

In

0	0
0	0
0	0

Total
0
0
0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

0	0
0	0
0	0

Right
5
0
5

7
0
7

5
0
5

Out

In
SW 123rd Ct

12
0
12
Total

Peak Hour Begins at 05:00 PM
Vehicle Trucks

SW 120th Street

Out

In 1176
16
1192

Total 2218
30
2248

1042
14
1056

0
0
0
Right

1176
16
1192
Thru

0
0
0

Left

SW 120th Street

Out

In 1044
14
1058

Total 2220
30
2250

1176
16
1192

7
0
7
Right

1037
14
1051
Thru  Left

0
0
0

			
0	0	0	
0	0	0	
0	0	0	

Total	0	0	0	0	1	1	0	0	0	0	0	0	1	

Groups Printed- Peds & Bikes

File Name : TMC-4 SW 120th Street at SW 122nd Path Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

Southbound	SW 122nd Path Northbound	SW 120th Street Westbound	SW 120th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
*** BREAK ***		
	07:15 AM	0	0	0	0	1	1	0	0	0	0	0	0	1	
*** BREAK ***															

*** BREAK ***															
	08:15 AM	0	0	0	0	1	1	0	0	0	0	0	0	1	
*** BREAK ***															

08:45 AM	0	0	0	1	0	1	0	0	0	0	0	0	1	
Total	0	0	0	1	1	2	0	0	0	0	0	0	2	

Total	0	0	0	1	0	1	0	0	0	0	0	0	1	

*** BREAK ***		
	04:00 PM	0	0	0	1	0	1	0	0	0	0	0	0	1	
*** BREAK ***															

05:00 PM	

0	

0	

0	

0	

1	

1	

0	

0	

0	

0	

0	

0	

1	
*** BREAK ***															
	Total	0	0	0	0	1	1	0	0	0	0	0	0	1	

Grand Total	
0	
0	
0	
2	
3	
5	
0	
0	
0	
0	
0	
0	
5	
Apprch %	0	0		40	60		0	0		0	0			
Total %	0	0	0	40	60	100	0	0	0	0	0	0		

File Name : TMC-4 SW 120th Street at SW 122nd Path Site Code : 00000000
Start Date : 9/4/2024 Page No	: 2

	
Southbound	SW 122nd Path Northbound	SW 120th Street Westbound	SW 120th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	
08:15 AM	0	0	0	0	1	1	0	0	0	0	0	0	1	
08:30 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	
08:45 AM	0	0	0	1	0	1	0	0	0	0	0	0	1	
Total Volume	0	0	0	1	1	2	0	0	0	0	0	0	2	
% App. Total	0	0		50	50		0	0		0	0			
PHF	.000	.000	.000	.250	.250	.500	.000	.000	.000	.000	.000	.000	.500	

File Name : TMC-4 SW 120th Street at SW 122nd Path Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

Southbound	SW 122nd Path Northbound	SW 120th Street Westbound	SW 120th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
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	0	0	0	1	0	1	0	0	0	0	0	0	1	
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
04:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
04:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
Total Volume	0	0	0	1	0	1	0	0	0	0	0	0	1	
% App. Total	0	0		100	0		0	0		0	0			
PHF	.000	.000	.000	.250	.000	.250	.000	.000	.000	.000	.000	.000	.250	

Groups Printed- Trucks

File Name : TMC-4 SW 120th Street at SW 122nd Path Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

Southbound	SW 122nd Path Northbound	SW 120th Street Westbound	SW 120th 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	0	0	0	0	0	0	0	0	0	0	0	0	14	0	14	0	0	4	0	4	18	
07:15 AM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	5	0	5	9	
07:30 AM	0	0	0	0	0	0	0	0	0	0	0	0	9	0	9	0	0	10	0	10	19	
07:45 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	5	0	5	11	
Total	0	0	0	0	0	0	0	0	0	0	0	0	33	0	33	0	0	24	0	24	57	

08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	13	0	13	0	0	8	0	8	21	
08:15 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	9	0	9	15	
08:30 AM	0	0	0	0	0	0	0	0	0	0	0	0	7	0	7	0	0	4	0	4	11	
08:45 AM	0	0	0	0	0	0	0	0	0	0	0	0	7	0	7	0	0	9	0	9	16	
Total	0	0	0	0	0	0	0	0	0	0	0	0	33	0	33	0	0	30	0	30	63	

*** BREAK ***

04:00 PM	0	0	0	0	0	0	0	0	0	0	0	0	7	0	7	0	0	2	0	2	9	
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	1	7	0	8	0	0	5	0	5	13	
04:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	4	0	4	8	
04:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	7	0	7	11	
Total	0	0	0	0	0	0	0	0	0	0	0	1	22	0	23	0	0	18	0	18	41	

05:00 PM	0	0	0	0	0	0	0	0	0	0	0	0	3	0	3	0	0	2	0	2	5	
05:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	3	0	3	9	
05:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	5	0	5	0	0	3	0	3	8	
05:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	4	0	4	8	
Total	0	0	0	0	0	0	0	0	0	0	0	0	18	0	18	0	0	12	0	12	30	

Grand Total	0	0	0	0	0	0	0	0	0	0	0	1	106	0	107	0	0	84	0	84	191	
Apprch %	0	0	0	0		0	0	0	0		0	0.9	99.1	0		0	0	100	0			
Total %	0	0	0	0	0	0	0	0	0	0	0	0.5	55.5	0	56	0	0	44	0	44		

SW 120th Street

Out

In 107

Total 191

84

0	106
Right  Thru

1
Left

SW 120th Street

Out

In
84

Total 190

106

0	84

0

Right  Thru  Left

File Name : TMC-4 SW 120th Street at SW 122nd Path Site Code : 00000000

Out	In		Total 0

0	0
Right  Thru  Left

North

Left	Thru  Right
0	0

0
Out	In	Total SW 122nd Path

0

0

1

1

9/4/2024 07:00 AM
9/4/2024 05:45 PM

Trucks

0

0

Start Date : 9/4/2024 Page No	: 2

File Name : TMC-4 SW 120th Street at SW 122nd Path Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

Southbound	SW 122nd Path Northbound	SW 120th Street Westbound	SW 120th 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	
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	0	0	0	0	0	0	0	0	0	0	0	0	9	0	9	0	0	10	0	10	19	
07:45 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	5	0	5	11	
08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	13	0	13	0	0	8	0	8	21	
08:15 AM	0	0	0	0	0	0	0	0	0	0	0	0	6	0	6	0	0	9	0	9	15	
Total Volume	0	0	0	0	0	0	0	0	0	0	0	0	34	0	34	0	0	32	0	32	66	
% App. Total	0	0	0	0		0	0	0	0		0	0	100	0		0	0	100	0			
PHF	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.654	.000	.654	.000	.000	.800	.000	.800	.786	

SW 120th Street

Out

In
34

Total
66

32

0	34
Right  Thru

0
Left

SW 120th Street

Out

In
32

Total
66

34

0	32

0

Right  Thru  Left

File Name : TMC-4 SW 120th Street at SW 122nd Path Site Code : 00000000

Out	In		Total 0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
0	0

0
Out	In	Total SW 122nd Path

0

0

0

0

Peak Hour Begins at 07:30 AM

Trucks

0

0

Start Date : 9/4/2024 Page No	: 4

File Name : TMC-4 SW 120th Street at SW 122nd Path Site Code : 00000000
Start Date : 9/4/2024 Page No	: 5

Southbound	SW 122nd Path Northbound	SW 120th Street Westbound	SW 120th 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	
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	0	0	0	0	0	0	0	0	0	0	0	0	7	0	7	0	0	2	0	2	9	
04:15 PM	0	0	0	0	0	0	0	0	0	0	0	1	7	0	8	0	0	5	0	5	13	
04:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	4	0	4	8	
04:45 PM	0	0	0	0	0	0	0	0	0	0	0	0	4	0	4	0	0	7	0	7	11	
Total Volume	0	0	0	0	0	0	0	0	0	0	0	1	22	0	23	0	0	18	0	18	41	
% App. Total	0	0	0	0		0	0	0	0		0	4.3	95.7	0		0	0	100	0			
PHF	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.250	.786	.000	.719	.000	.000	.643	.000	.643	.788	

SW 120th Street

Out

In
23

Total
41

18

0	22
Right  Thru

1
Left

SW 120th Street

Out

In
18

Total
40

22

0	18

0

Right  Thru  Left

File Name : TMC-4 SW 120th Street at SW 122nd Path Site Code : 00000000

Out	In		Total 0

0

0

Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
0	0

0
Out	In	Total SW 122nd Path

0

0

1

1

Peak Hour Begins at 04:00 PM

Trucks

0

0

Start Date : 9/4/2024 Page No	: 6

Groups Printed- Vehicle - Trucks
	
Southbound	SW 122nd Path Northbound	SW 120th Street Westbound	SW 120th 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	0	0	0	0	0	0	0	0	11	11	1	2	176	0	179	0	0	213	0	213	403	
07:15 AM	0	0	0	0	0	0	0	0	10	10	0	7	234	0	241	0	0	188	0	188	439	
07:30 AM	0	0	0	0	0	0	0	0	9	9	0	9	237	0	246	0	0	194	0	194	449	
07:45 AM	0	0	0	0	0	0	1	0	8	9	0	10	271	0	281	0	0	189	0	189	479	
Total	0	0	0	0	0	0	1	0	38	39	1	28	918	0	947	0	0	784	0	784	1770	

08:00 AM	0	0	0	0	0	0	1	0	9	10	0	15	273	0	288	0	0	230	0	230	528	
08:15 AM	0	0	0	0	0	0	1	0	12	13	0	8	261	0	269	0	0	228	0	228	510	
08:30 AM	0	0	0	0	0	0	0	0	12	12	0	8	272	0	280	0	0	262	1	263	555	
08:45 AM	0	0	0	0	0	0	1	0	9	10	0	10	257	0	267	0	0	276	0	276	553	
Total	0	0	0	0	0	0	3	0	42	45	0	41	1063	0	1104	0	0	996	1	997	2146	

*** BREAK ***

04:00 PM	0	0	0	0	0	0	1	0	6	7	0	10	339	0	349	0	0	255	1	256	612	
04:15 PM	0	0	0	0	0	0	0	0	3	3	0	7	275	0	282	0	0	260	0	260	545	
04:30 PM	0	0	0	0	0	0	0	0	1	1	0	7	293	0	300	0	0	221	0	221	522	
04:45 PM	0	0	0	0	0	0	0	0	1	1	0	2	258	0	260	0	0	261	0	261	522	
Total	0	0	0	0	0	0	1	0	11	12	0	26	1165	0	1191	0	0	997	1	998	2201	

05:00 PM	0	0	0	0	0	0	0	0	4	4	0	5	277	0	282	0	0	267	0	267	553	
05:15 PM	0	0	0	0	0	0	1	0	2	3	0	4	276	0	280	0	0	297	1	298	581	
05:30 PM	0	0	0	0	0	0	0	0	7	7	1	5	307	0	313	0	0	245	1	246	566	
05:45 PM	0	0	0	0	0	0	3	0	6	9	0	6	301	0	307	1	0	269	5	275	591	
Total	0	0	0	0	0	0	4	0	19	23	1	20	1161	0	1182	1	0	1078	7	1086	2291	

Grand Total	0	0	0	0	0	0	9	0	110	119	2	115	4307	0	4424	1	0	3855	9	3865	8408	
Apprch %	0	0	0	0		0	7.6	0	92.4		0	2.6	97.4	0		0	0	99.7	0.2			
Total %	0	0	0	0	0	0	0.1	0	1.3	1.4	0	1.4	51.2	0	52.6	0	0	45.8	0.1	46		
Vehicle	0	0	0	0	0	0	9	0	110	119	2	114	4201	0	4317	1	0	3771	9	3781	8217	
% Vehicle	0	0	0	0	0	0	100	0	100	100	100	99.1	97.5	0	97.6	100	0	97.8	100	97.8	97.7	
Trucks	0	0	0	0	0	0	0	0	0	0	0	1	106	0	107	0	0	84	0	84	191	
% Trucks	0	0	0	0	0	0	0	0	0	0	0	0.9	2.5	0	2.4	0	0	2.2	0	2.2	2.3	

Right  Thru  Left

North

9/4/2024 07:00 AM
9/4/2024 05:45 PM
Vehicle Trucks

SW 120th Street

Out

In 4317
107
4424

Total 8198
191
8389

3881
84
3965

0
0
0
Right

4201
106
4307
Thru

116
1
117
Left

SW 120th Street

Out

In 3781
84
3865

Total 7991
190
8181

4210
106
4316

9
0
9
Right

3771
84
3855
Thru  Left

1
0
1

Out			
In			
Total	
	1			0		1	
	0			0		0	
	1			0		1	

0	0	0	
0	0	0	
0	0	0	

Left	Thru		Right	
9	0	110	
0	0	0	
9	0	110	

125		119		244	
1		0		1	
126
Out
SW		119
In 122nd	
Path	245
Total	

	
Southbound	SW 122nd Path Northbound	SW 120th Street Westbound	SW 120th 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	
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM	0	0	0	0	0	0	1	0	9	10	0	15	273	0	288	0	0	230	0	230	528	
08:15 AM	0	0	0	0	0	0	1	0	12	13	0	8	261	0	269	0	0	228	0	228	510	
08:30 AM	0	0	0	0	0	0	0	0	12	12	0	8	272	0	280	0	0	262	1	263	555	
08:45 AM	0	0	0	0	0	0	1	0	9	10	0	10	257	0	267	0	0	276	0	276	553	
Total Volume	0	0	0	0	0	0	3	0	42	45	0	41	1063	0	1104	0	0	996	1	997	2146	
% App. Total	0	0	0	0		0	6.7	0	93.3		0	3.7	96.3	0		0	0	99.9	0.1			
PHF	.000	.000	.000	.000	.000	.000	.750	.000	.875	.865	.000	.683	.973	.000	.958	.000	.000	.902	.250	.903	.967	
Vehicle	0	0	0	0	0	0	3	0	42	45	0	41	1030	0	1071	0	0	966	1	967	2083	
% Vehicle	0	0	0	0	0	0	100	0	100	100	0	100	96.9	0	97.0	0	0	97.0	100	97.0	97.1	
Trucks	0	0	0	0	0	0	0	0	0	0	0	0	33	0	33	0	0	30	0	30	63	
% Trucks	0	0	0	0	0	0	0	0	0	0	0	0	3.1	0	3.0	0	0	3.0	0	3.0	2.9	

Out

In

0	0
0	0
0	0

Total
0
0
0

Right  Thru  Left

Peak Hour Data

North

Left	Thru

3	0
0	0
3	0

Right
42
0
42

42	45	87
0	0	0
42	45	87
Out		In	Total SW 122nd Path

Peak Hour Begins at 08:00 AM
Vehicle Trucks

SW 120th Street

Out

In 1071
33
1104

Total 2079
63
2142

1008
30
1038

0
0
0
Right

1030
33
1063
Thru

41
0
41
Left

SW 120th Street

Out

In 967
30
997

Total 2000
63
2063

1033
33
1066

1
0
1
Right

966
30
996
Thru  Left

0
0
0

			
0	0	0	
0	0	0	
0	0	0	

	
Southbound	SW 122nd Path Northbound	SW 120th Street Westbound	SW 120th 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	
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	0	0	0	0	0	0	0	0	4	4	0	5	277	0	282	0	0	267	0	267	553	
05:15 PM	0	0	0	0	0	0	1	0	2	3	0	4	276	0	280	0	0	297	1	298	581	
05:30 PM	0	0	0	0	0	0	0	0	7	7	1	5	307	0	313	0	0	245	1	246	566	
05:45 PM	0	0	0	0	0	0	3	0	6	9	0	6	301	0	307	1	0	269	5	275	591	
Total Volume	0	0	0	0	0	0	4	0	19	23	1	20	1161	0	1182	1	0	1078	7	1086	2291	
% App. Total	0	0	0	0		0	17.4	0	82.6		0.1	1.7	98.2	0		0.1	0	99.3	0.6			
PHF	.000	.000	.000	.000	.000	.000	.333	.000	.679	.639	.250	.833	.945	.000	.944	.250	.000	.907	.350	.911	.969	
Vehicle	0	0	0	0	0	0	4	0	19	23	1	20	1143	0	1164	1	0	1066	7	1074	2261	
% Vehicle	0	0	0	0	0	0	100	0	100	100	100	100	98.4	0	98.5	100	0	98.9	100	98.9	98.7	
Trucks	0	0	0	0	0	0	0	0	0	0	0	0	18	0	18	0	0	12	0	12	30	
% Trucks	0	0	0	0	0	0	0	0	0	0	0	0	1.6	0	1.5	0	0	1.1	0	1.1	1.3	

Out

In

1	0
0	0
1	0

Total
1
0
1

Right  Thru  Left

Peak Hour Data

North

Left	Thru

4	0
0	0
4	0

Right
19
0
19

28	23	51
0	0	0
28	23	51
Out		In	Total SW 122nd Path

Peak Hour Begins at 05:00 PM
Vehicle Trucks

SW 120th Street

Out

In 1164
18
1182

Total 2249
30
2279

1085
12
1097

0
0
0
Right

1143
18
1161
Thru

21
0
21
Left

SW 120th Street

Out

In 1074
12
1086

Total 2221
30
2251

1147
18
1165

7
0
7
Right

1066
12
1078
Thru  Left

1
0
1

			
0	0	0	
0	0	0	
0	0	0	

Total	0	0	0	0	0	0	0	0	0	0	2	2	2	

Groups Printed- Peds & Bikes

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	
Westbound	SW 125th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
*** BREAK ***		
	08:15 AM	0	0	0	0	0	0	0	0	0	0	1	1	1	
	08:30 AM	0	0	0	0	0	0	0	0	0	0	1	1	1	
*** BREAK ***															

*** BREAK ***															
	05:00 PM	0	0	0	0	0	0	0	0	0	0	1	1	1	
	05:15 PM	0	0	0	0	0	0	0	0	0	1	0	1	1	
*** BREAK ***															

05:45 PM	0	0	0	0	0	0	0	0	0	0	1	1	1	
Total	0	0	0	0	0	0	0	0	0	1	2	3	3	

Grand Total	0	0	0	0	0	0	0	0	0	1	4	5	5	
Apprch %	0	0		0	0		0	0		20	80			
Total %	0	0	0	0	0	0	0	0	0	20	80	100		

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 2

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	
Westbound	SW 125th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
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	0	0	0	0	0	0	0	0	0	0	0	0	0	
08:00 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	
08:15 AM	0	0	0	0	0	0	0	0	0	0	1	1	1	
08:30 AM	0	0	0	0	0	0	0	0	0	0	1	1	1	
Total Volume	0	0	0	0	0	0	0	0	0	0	2	2	2	
% App. Total	0	0		0	0		0	0		0	100			
PHF	.000	.000	.000	.000	.000	.000	.000	.000	.000	.000	.500	.500	.500	

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	
Westbound	SW 125th Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
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	0	0	0	0	0	0	0	0	0	0	1	1	1	
05:15 PM	0	0	0	0	0	0	0	0	0	1	0	1	1	
05:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
05:45 PM	0	0	0	0	0	0	0	0	0	0	1	1	1	
Total Volume	0	0	0	0	0	0	0	0	0	1	2	3	3	
% App. Total	0	0		0	0		0	0		33.3	66.7			
PHF	.000	.000	.000	.000	.000	.000	.000	.000	.000	.250	.500	.750	.750	

Groups Printed- Trucks

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	
Westbound	SW 125th 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	0	0	3	0	3	0	0	10	0	10	0	0	0	0	0	0	0	0	0	0	13	
07:15 AM	0	0	1	0	1	0	0	8	0	8	0	0	0	0	0	0	0	0	0	0	9	
07:30 AM	0	0	1	0	1	0	0	4	0	4	0	0	0	0	0	0	0	0	0	0	5	
07:45 AM	0	0	3	0	3	0	1	3	0	4	0	0	0	0	0	0	1	0	0	1	8	
Total	0	0	8	0	8	0	1	25	0	26	0	0	0	0	0	0	1	0	0	1	35	

08:00 AM	0	0	7	0	7	0	0	3	0	3	0	0	0	0	0	0	0	0	1	1	11	
08:15 AM	0	0	6	0	6	0	1	8	0	9	0	0	0	0	0	0	0	0	1	1	16	
08:30 AM	0	0	5	0	5	0	0	11	0	11	0	0	0	0	0	0	0	0	0	0	16	
08:45 AM	0	0	4	1	5	0	0	8	0	8	0	0	0	0	0	0	0	0	0	0	13	
Total	0	0	22	1	23	0	1	30	0	31	0	0	0	0	0	0	0	0	2	2	56	

*** BREAK ***

04:00 PM	0	0	10	0	10	0	1	5	0	6	0	0	0	0	0	0	0	0	1	1	17	
04:15 PM	0	0	7	0	7	0	0	5	0	5	0	0	0	0	0	0	0	0	1	1	13	
04:30 PM	0	0	6	0	6	0	0	5	0	5	0	0	0	0	0	0	0	0	0	0	11	
04:45 PM	0	0	1	0	1	0	1	2	0	3	0	0	0	0	0	0	0	0	1	1	5	
Total	0	0	24	0	24	0	2	17	0	19	0	0	0	0	0	0	0	0	3	3	46	

05:00 PM	0	0	4	0	4	0	0	1	0	1	0	0	0	0	0	0	0	0	0	0	5	
05:15 PM	0	0	3	0	3	0	0	0	0	0	0	0	0	0	0	0	0	0	0	0	3	
05:30 PM	0	0	5	0	5	0	0	3	0	3	0	0	0	0	0	0	0	0	0	0	8	
05:45 PM	0	0	8	0	8	0	0	1	0	1	0	0	0	0	0	0	0	0	0	0	9	
Total	0	0	20	0	20	0	0	5	0	5	0	0	0	0	0	0	0	0	0	0	25	

Grand Total	0	0	74	1	75	0	4	77	0	81	0	0	0	0	0	0	1	0	5	6	162	
Apprch %	0	0	98.7	1.3		0	4.9	95.1	0		0	0	0	0		0	16.7	0	83.3			
Total %	0	0	45.7	0.6	46.3	0	2.5	47.5	0	50	0	0	0	0	0	0	0.6	0	3.1	3.7		

Out

In

Total
0

0

0

0	0	0
Right  Thru  Left

SW 125th Street

Out

In

Total
11

5

6

5	0	1
Right  Thru  Left

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000

SW 122nd Avenue Out	In	Total
75

1	0
Right  Thru  Left

North

Left	Thru  Right
4	0

Out

81
In	Total

SW 122nd Avenue

77

74

160

79

9/4/2024 07:00 AM
9/4/2024 05:45 PM

Trucks

153

78

Start Date : 9/4/2024 Page No	: 2

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	
Westbound	SW 125th 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	
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM	0	0	7	0	7	0	0	3	0	3	0	0	0	0	0	0	0	0	1	1	11	
08:15 AM	0	0	6	0	6	0	1	8	0	9	0	0	0	0	0	0	0	0	1	1	16	
08:30 AM	0	0	5	0	5	0	0	11	0	11	0	0	0	0	0	0	0	0	0	0	16	
08:45 AM	0	0	4	1	5	0	0	8	0	8	0	0	0	0	0	0	0	0	0	0	13	
Total Volume	0	0	22	1	23	0	1	30	0	31	0	0	0	0	0	0	0	0	2	2	56	
% App. Total	0	0	95.7	4.3		0	3.2	96.8	0		0	0	0	0		0	0	0	100			
PHF	.000	.000	.786	.250	.821	.000	.250	.682	.000	.705	.000	.000	.000	.000	.000	.000	.000	.000	.500	.500	.875	

Out

In

Total
0

0

0

0	0	0
Right  Thru  Left

SW 125th Street

Out

In

Total
4

2

2

2	0	0
Right  Thru  Left

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000

SW 122nd Avenue Out	In	Total
23

1	0
Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
1	0

Out

31
In	Total

SW 122nd Avenue

30

22

55

24

Peak Hour Begins at 08:00 AM

Trucks

53

30

Start Date : 9/4/2024 Page No	: 4

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 5

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	
Westbound	SW 125th 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	
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	0	0	10	0	10	0	1	5	0	6	0	0	0	0	0	0	0	0	1	1	17	
04:15 PM	0	0	7	0	7	0	0	5	0	5	0	0	0	0	0	0	0	0	1	1	13	
04:30 PM	0	0	6	0	6	0	0	5	0	5	0	0	0	0	0	0	0	0	0	0	11	
04:45 PM	0	0	1	0	1	0	1	2	0	3	0	0	0	0	0	0	0	0	1	1	5	
Total Volume	0	0	24	0	24	0	2	17	0	19	0	0	0	0	0	0	0	0	3	3	46	
% App. Total	0	0	100	0		0	10.5	89.5	0		0	0	0	0		0	0	0	100			
PHF	.000	.000	.600	.000	.600	.000	.500	.850	.000	.792	.000	.000	.000	.000	.000	.000	.000	.000	.750	.750	.676	

Out

In

Total
0

0

0

0	0	0
Right  Thru  Left

SW 125th Street

Out

In

Total
5

2

3

3	0	0
Right  Thru  Left

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000

SW 122nd Avenue Out	In	Total
24

0	0
Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
2	0

Out

19
In	Total

SW 122nd Avenue

17

24

46

27

Peak Hour Begins at 04:00 PM

Trucks

41

17

Start Date : 9/4/2024 Page No	: 6

Groups Printed- Vehicle - Trucks

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	
Westbound	SW 125th 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	0	0	62	1	63	0	2	203	0	205	0	0	0	0	0	0	14	0	17	31	299	
07:15 AM	0	0	92	2	94	0	7	235	0	242	0	0	0	0	0	0	18	0	19	37	373	
07:30 AM	0	0	118	3	121	0	6	190	0	196	0	0	0	0	0	0	25	0	5	30	347	
07:45 AM	0	0	127	2	129	0	1	205	0	206	0	0	0	0	0	0	17	0	10	27	362	
Total	0	0	399	8	407	0	16	833	0	849	0	0	0	0	0	0	74	0	51	125	1381	

08:00 AM	0	0	120	1	121	0	2	206	0	208	0	0	0	0	0	0	21	0	13	34	363	
08:15 AM	0	0	118	6	124	0	9	165	0	174	0	0	0	0	0	0	11	0	17	28	326	
08:30 AM	0	0	131	7	138	1	4	183	0	188	0	0	0	0	0	0	13	0	10	23	349	
08:45 AM	0	0	141	3	144	0	0	140	0	140	0	0	0	0	0	0	4	0	13	17	301	
Total	0	0	510	17	527	1	15	694	0	710	0	0	0	0	0	0	49	0	53	102	1339	

*** BREAK ***

04:00 PM	0	0	148	5	153	0	13	154	0	167	0	0	0	0	0	0	6	0	4	10	330	
04:15 PM	0	0	135	5	140	0	7	143	0	150	0	0	0	0	0	0	1	0	7	8	298	
04:30 PM	0	0	138	2	140	0	7	201	0	208	0	0	0	0	0	0	4	0	7	11	359	
04:45 PM	0	0	137	5	142	2	14	150	0	166	0	0	0	0	0	0	3	0	6	9	317	
Total	0	0	558	17	575	2	41	648	0	691	0	0	0	0	0	0	14	0	24	38	1304	

05:00 PM	0	0	136	8	144	2	15	188	0	205	0	0	0	0	0	0	3	0	8	11	360	
05:15 PM	0	0	144	6	150	0	9	187	0	196	0	0	0	0	0	0	4	0	5	9	355	
05:30 PM	0	0	132	7	139	0	6	199	0	205	0	0	0	0	0	0	10	0	7	17	361	
05:45 PM	0	0	144	4	148	0	20	146	0	166	0	0	0	0	0	0	10	0	5	15	329	
Total	0	0	556	25	581	2	50	720	0	772	0	0	0	0	0	0	27	0	25	52	1405	

Grand Total	0	0	2023	67	2090	5	122	2895	0	3022	0	0	0	0	0	0	164	0	153	317	5429	
Apprch %	0	0	96.8	3.2		0.2	4	95.8	0		0	0	0	0		0	51.7	0	48.3			
Total %	0	0	37.3	1.2	38.5	0.1	2.2	53.3	0	55.7	0	0	0	0	0	0	3	0	2.8	5.8		
Vehicle	0	0	1949	66	2015	5	118	2818	0	2941	0	0	0	0	0	0	163	0	148	311	5267	
% Vehicle	0	0	96.3	98.5	96.4	100	96.7	97.3	0	97.3	0	0	0	0	0	0	99.4	0	96.7	98.1	97	
Trucks	0	0	74	1	75	0	4	77	0	81	0	0	0	0	0	0	1	0	5	6	162	
% Trucks	0	0	3.7	1.5	3.6	0	3.3	2.7	0	2.7	0	0	0	0	0	0	0.6	0	3.3	1.9	3	

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 125th Street

Out

In 311
6
317

Total 500
11
511

189
5
194

148
5
153
Right

0
0
0
Thru

163
1
164
Left

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000

North

9/4/2024 07:00 AM
9/4/2024 05:45 PM
Vehicle Trucks

Start Date : 9/4/2024 Page No	: 2

SW 12
Out	2nd Avenue
In	Total	
2981		2015		4996	
78		75		153	
3059		2090		5149	

66	1949	0	
1	74	0	
67	2023	0	
Right	Thru	Left	

Left	Thru	Right	
123	2818	0	
4	77	0	
127	2895	0	

2097		2941		5038	
79		81		160	
2176
Out
SW 12	3022	5198
In	Total 2nd Avenue	

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	
Westbound	SW 125th 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	
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	0	0	92	2	94	0	7	235	0	242	0	0	0	0	0	0	18	0	19	37	373	
07:30 AM	0	0	118	3	121	0	6	190	0	196	0	0	0	0	0	0	25	0	5	30	347	
07:45 AM	0	0	127	2	129	0	1	205	0	206	0	0	0	0	0	0	17	0	10	27	362	
08:00 AM	0	0	120	1	121	0	2	206	0	208	0	0	0	0	0	0	21	0	13	34	363	
Total Volume	0	0	457	8	465	0	16	836	0	852	0	0	0	0	0	0	81	0	47	128	1445	
% App. Total	0	0	98.3	1.7		0	1.9	98.1	0		0	0	0	0		0	63.3	0	36.7			
PHF	.000	.000	.900	.667	.901	.000	.571	.889	.000	.880	.000	.000	.000	.000	.000	.000	.810	.000	.618	.865	.968	
Vehicle	0	0	445	8	453	0	15	818	0	833	0	0	0	0	0	0	80	0	46	126	1412	
% Vehicle	0	0	97.4	100	97.4	0	93.8	97.8	0	97.8	0	0	0	0	0	0	98.8	0	97.9	98.4	97.7	
Trucks	0	0	12	0	12	0	1	18	0	19	0	0	0	0	0	0	1	0	1	2	33	
% Trucks	0	0	2.6	0	2.6	0	6.3	2.2	0	2.2	0	0	0	0	0	0	1.2	0	2.1	1.6	2.3	

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 125th Street

Out

In 126
2
128

Total 149
3
152

23
1
24

46
1
47
Right

0
0
0
Thru

80
1
81
Left

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000

SW 122nd Avenue Out	In	Total
898	453	1351
19	12	31
917	465	1382

8
0
8
Right

445
12
457
Thru

0
0
0

Left

Peak Hour Data

North

Peak Hour Begins at 07:15 AM
Vehicle Trucks

Start Date : 9/4/2024 Page No	: 4

Left	Thru	Right	
15	818	0	
1	18	0	
16	836	0	

491		833		1324	
13		19		32	
504
Out
SW 12	852	1356
In	Total 2nd Avenue	

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 5

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	
Westbound	SW 125th 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	
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	0	0	136	8	144	2	15	188	0	205	0	0	0	0	0	0	3	0	8	11	360	
05:15 PM	0	0	144	6	150	0	9	187	0	196	0	0	0	0	0	0	4	0	5	9	355	
05:30 PM	0	0	132	7	139	0	6	199	0	205	0	0	0	0	0	0	10	0	7	17	361	
05:45 PM	0	0	144	4	148	0	20	146	0	166	0	0	0	0	0	0	10	0	5	15	329	
Total Volume	0	0	556	25	581	2	50	720	0	772	0	0	0	0	0	0	27	0	25	52	1405	
% App. Total	0	0	95.7	4.3		0.3	6.5	93.3	0		0	0	0	0		0	51.9	0	48.1			
PHF	.000	.000	.965	.781	.968	.250	.625	.905	.000	.941	.000	.000	.000	.000	.000	.000	.675	.000	.781	.765	.973	
Vehicle	0	0	536	25	561	2	50	715	0	767	0	0	0	0	0	0	27	0	25	52	1380	
% Vehicle	0	0	96.4	100	96.6	100	100	99.3	0	99.4	0	0	0	0	0	0	100	0	100	100	98.2	
Trucks	0	0	20	0	20	0	0	5	0	5	0	0	0	0	0	0	0	0	0	0	25	
% Trucks	0	0	3.6	0	3.4	0	0	0.7	0	0.6	0	0	0	0	0	0	0	0	0	0	1.8	

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 125th Street

Out

In
52
0
52

Total 129
0
129

77
0
77

25
0
25
Right

0
0
0
Thru

27
0
27
Left

File Name : TMC-5 SW 122nd Avenue at SW 125th Street Site Code : 00000000

Peak Hour Data

North

Peak Hour Begins at 05:00 PM
Vehicle Trucks

Start Date : 9/4/2024 Page No	: 6

SW 12
Out	2nd Avenue
In	Total	
742		561		1303	
5		20		25	
747		581		1328	

25	536	0	
0	20	0	
25	556	0	
Right	Thru	Left	

Left	Thru	Right	
52	715	0	
0	5	0	
52	720	0	

561		767		1328	
20		5		25	
581
Out
SW 12	772	1353
In	Total 2nd Avenue	

Total	1	0	1	1	0	1	1	0	1	0	0	0	3	

Groups Printed- Peds & Bikes

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	SW 122nd Street Westbound	SW 122nd 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	1	0	1	0	0	0	1	0	1	0	0	0	2	
*** BREAK ***		
	07:30 AM	0	0	0	1	0	1	0	0	0	0	0	0	1	
*** BREAK ***															

08:00 AM	

0	

0	

0	

0	

0	

0	

2	

0	

2	

0	

0	

0	

2	
	08:15 AM	0	0	0	0	0	0	0	0	0	0	1	1	1	
*** BREAK ***															

*** BREAK ***															
	05:00 PM	0	0	0	0	0	0	0	0	0	0	1	1	1	
*** BREAK ***															

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

05:45 PM	0	0	0	1	0	1	0	0	0	0	0	0	1	
Total	0	0	0	1	0	1	0	0	0	0	1	1	2	

Grand Total	1	0	1	2	0	2	3	0	3	0	2	2	8	
Apprch %	100	0		100	0		100	0		0	100			
Total %	12.5	0	12.5	25	0	25	37.5	0	37.5	0	25	25		

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 2

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	SW 122nd Street Westbound	SW 122nd Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
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	0	0	0	1	0	1	0	0	0	0	0	0	1	
07:45 AM	0	0	0	0	0	0	0	0	0	0	0	0	0	
08:00 AM	0	0	0	0	0	0	2	0	2	0	0	0	2	
08:15 AM	0	0	0	0	0	0	0	0	0	0	1	1	1	
Total Volume	0	0	0	1	0	1	2	0	2	0	1	1	4	
% App. Total	0	0		100	0		100	0		0	100			
PHF	.000	.000	.000	.250	.000	.250	.250	.000	.250	.000	.250	.250	.500	

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	SW 122nd Street Westbound	SW 122nd Street Eastbound		
Start Time	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Peds	Bikes	App. Total	Int. Total	
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	0	0	0	0	0	0	0	0	0	0	1	1	1	
05:15 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
05:30 PM	0	0	0	0	0	0	0	0	0	0	0	0	0	
05:45 PM	0	0	0	1	0	1	0	0	0	0	0	0	1	
Total Volume	0	0	0	1	0	1	0	0	0	0	1	1	2	
% App. Total	0	0		100	0		0	0		0	100			
PHF	.000	.000	.000	.250	.000	.250	.000	.000	.000	.000	.250	.250	.500	

Groups Printed- Trucks

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	SW 122nd Street Westbound	SW 122nd 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	0	0	2	0	2	0	0	10	0	10	0	0	0	0	0	0	0	0	0	0	12	
07:15 AM	0	0	1	0	1	0	0	8	0	8	0	0	0	0	0	0	0	0	0	0	9	
07:30 AM	0	0	1	0	1	0	0	4	0	4	0	0	0	0	0	0	0	0	0	0	5	
07:45 AM	0	0	3	0	3	0	0	4	0	4	0	0	0	0	0	0	0	0	0	0	7	
Total	0	0	7	0	7	0	0	26	0	26	0	0	0	0	0	0	0	0	0	0	33	

08:00 AM	0	0	6	1	7	0	0	3	0	3	0	0	0	0	0	0	0	0	1	1	11	
08:15 AM	0	0	7	0	7	0	0	8	0	8	0	0	0	0	0	0	0	0	0	0	15	
08:30 AM	0	1	5	0	6	0	1	10	0	11	0	0	0	1	1	0	1	0	0	1	19	
08:45 AM	0	0	4	0	4	0	0	9	0	9	0	0	0	0	0	0	0	0	0	0	13	
Total	0	1	22	1	24	0	1	30	0	31	0	0	0	1	1	0	1	0	1	2	58	

*** BREAK ***

04:00 PM	0	0	10	0	10	0	0	6	0	6	0	0	0	0	0	0	0	0	0	0	16	
04:15 PM	0	0	7	0	7	0	0	5	0	5	0	0	0	0	0	0	1	0	1	2	14	
04:30 PM	0	1	3	0	4	0	0	4	0	4	0	0	0	1	1	0	0	0	0	0	9	
04:45 PM	0	0	1	0	1	0	0	3	0	3	0	0	0	0	0	0	0	0	0	0	4	
Total	0	1	21	0	22	0	0	18	0	18	0	0	0	1	1	0	1	0	1	2	43	

05:00 PM	0	0	3	0	3	0	0	1	0	1	0	0	0	0	0	0	0	0	0	0	4	
05:15 PM	0	0	3	0	3	0	0	1	0	1	0	0	0	0	0	0	0	0	0	0	4	
05:30 PM	0	0	5	0	5	0	0	2	0	2	0	0	0	0	0	0	0	0	0	0	7	
05:45 PM	0	0	7	0	7	0	0	2	0	2	0	0	0	0	0	0	0	0	0	0	9	
Total	0	0	18	0	18	0	0	6	0	6	0	0	0	0	0	0	0	0	0	0	24	

Grand Total	0	2	68	1	71	0	1	80	0	81	0	0	0	2	2	0	2	0	2	4	158	
Apprch %	0	2.8	95.8	1.4		0	1.2	98.8	0		0	0	0	100		0	50	0	50			
Total %	0	1.3	43	0.6	44.9	0	0.6	50.6	0	51.3	0	0	0	1.3	1.3	0	1.3	0	1.3	2.5		

SW 122nd Street

Out

In

Total
4

2

2

2	0	0
Right  Thru  Left

SW 122nd Street

Out

In

Total
6

2

4

2	0	2
Right  Thru  Left

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000

SW 122nd Avenue Out	In	Total
71

1	2
Right  Thru  Left

North

Left	Thru  Right
1	0

Out

81
In	Total

SW 122nd Avenue

80

68

151

70

9/4/2024 07:00 AM
9/4/2024 05:45 PM

Trucks

155

84

Start Date : 9/4/2024 Page No	: 2

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	SW 122nd Street Westbound	SW 122nd 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	
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM	0	0	6	1	7	0	0	3	0	3	0	0	0	0	0	0	0	0	1	1	11	
08:15 AM	0	0	7	0	7	0	0	8	0	8	0	0	0	0	0	0	0	0	0	0	15	
08:30 AM	0	1	5	0	6	0	1	10	0	11	0	0	0	1	1	0	1	0	0	1	19	
08:45 AM	0	0	4	0	4	0	0	9	0	9	0	0	0	0	0	0	0	0	0	0	13	
Total Volume	0	1	22	1	24	0	1	30	0	31	0	0	0	1	1	0	1	0	1	2	58	
% App. Total	0	4.2	91.7	4.2		0	3.2	96.8	0		0	0	0	100		0	50	0	50			
PHF	.000	.250	.786	.250	.857	.000	.250	.750	.000	.705	.000	.000	.000	.250	.250	.000	.250	.000	.250	.500	.763	

SW 122nd Street

Out

In

Total
2

1

1

1	0	0
Right  Thru  Left

SW 122nd Street

Out

In

Total
4

2

2

1	0	1
Right  Thru  Left

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000

SW 122nd Avenue Out	In	Total
24

1	1
Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
1	0

Out

31
In	Total

SW 122nd Avenue

30

22

54

23

Peak Hour Begins at 08:00 AM

Trucks

56

32

Start Date : 9/4/2024 Page No	: 4

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 5

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	SW 122nd Street Westbound	SW 122nd 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	
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	0	0	10	0	10	0	0	6	0	6	0	0	0	0	0	0	0	0	0	0	16	
04:15 PM	0	0	7	0	7	0	0	5	0	5	0	0	0	0	0	0	1	0	1	2	14	
04:30 PM	0	1	3	0	4	0	0	4	0	4	0	0	0	1	1	0	0	0	0	0	9	
04:45 PM	0	0	1	0	1	0	0	3	0	3	0	0	0	0	0	0	0	0	0	0	4	
Total Volume	0	1	21	0	22	0	0	18	0	18	0	0	0	1	1	0	1	0	1	2	43	
% App. Total	0	4.5	95.5	0		0	0	100	0		0	0	0	100		0	50	0	50			
PHF	.000	.250	.525	.000	.550	.000	.000	.750	.000	.750	.000	.000	.000	.250	.250	.000	.250	.000	.250	.250	.672	

SW 122nd Street

Out

In

Total
2

1

1

1	0	0
Right  Thru  Left

SW 122nd Street

Out

In

Total
2

0

2

1	0	1
Right  Thru  Left

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000

SW 122nd Avenue Out	In	Total
22

0	1
Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right
0	0

Out

18
In	Total

SW 122nd Avenue

18

21

40

22

Peak Hour Begins at 04:00 PM

Trucks

42

20

Start Date : 9/4/2024 Page No	: 6

Groups Printed- Vehicle - Trucks

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 1

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	SW 122nd Street Westbound	SW 122nd 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	0	1	53	2	56	0	2	223	0	225	0	1	0	1	2	0	15	1	13	29	312	
07:15 AM	0	1	84	2	87	0	1	264	0	265	0	0	0	8	8	0	22	0	16	38	398	
07:30 AM	1	1	108	2	112	0	1	233	0	234	0	0	1	3	4	0	22	0	14	36	386	
07:45 AM	2	2	102	3	109	0	2	222	0	224	0	1	0	10	11	0	28	0	32	60	404	
Total	3	5	347	9	364	0	6	942	0	948	0	2	1	22	25	0	87	1	75	163	1500	

08:00 AM	1	0	102	2	105	0	1	237	0	238	0	0	0	7	7	0	15	0	21	36	386	
08:15 AM	0	3	110	6	119	0	4	188	1	193	0	1	0	4	5	0	12	0	18	30	347	
08:30 AM	3	3	124	5	135	0	6	198	0	204	0	0	0	4	4	0	12	0	23	35	378	
08:45 AM	0	0	127	2	129	0	1	145	1	147	0	0	0	4	4	0	4	0	19	23	303	
Total	4	6	463	15	488	0	12	768	2	782	0	1	0	19	20	0	43	0	81	124	1414	

*** BREAK ***

04:00 PM	0	3	152	4	159	0	7	163	0	170	0	2	0	3	5	0	3	0	6	9	343	
04:15 PM	1	1	128	2	132	0	3	148	0	151	0	0	0	1	1	0	4	0	14	18	302	
04:30 PM	0	6	136	1	143	0	3	194	0	197	0	0	0	5	5	0	2	1	8	11	356	
04:45 PM	3	3	140	5	151	0	5	160	1	166	0	0	0	4	4	0	1	0	10	11	332	
Total	4	13	556	12	585	0	18	665	1	684	0	2	0	13	15	0	10	1	38	49	1333	

05:00 PM	1	7	137	1	146	0	4	187	0	191	0	0	0	5	5	0	0	0	10	10	352	
05:15 PM	0	2	143	4	149	0	11	186	0	197	0	0	0	2	2	0	2	0	8	10	358	
05:30 PM	0	8	132	6	146	0	2	200	0	202	0	0	1	1	2	0	4	0	12	16	366	
05:45 PM	1	4	145	3	153	0	12	150	0	162	0	2	0	5	7	0	3	1	15	19	341	
Total	2	21	557	14	594	0	29	723	0	752	0	2	1	13	16	0	9	1	45	55	1417	

Grand Total	13	45	1923	50	2031	0	65	3098	3	3166	0	7	2	67	76	0	149	3	239	391	5664	
Apprch %	0.6	2.2	94.7	2.5		0	2.1	97.9	0.1		0	9.2	2.6	88.2		0	38.1	0.8	61.1			
Total %	0.2	0.8	34	0.9	35.9	0	1.1	54.7	0.1	55.9	0	0.1	0	1.2	1.3	0	2.6	0.1	4.2	6.9		
Vehicle	13	43	1855	49	1960	0	64	3018	3	3085	0	7	2	65	74	0	147	3	237	387	5506	
% Vehicle	100	95.6	96.5	98	96.5	0	98.5	97.4	100	97.4	0	100	100	97	97.4	0	98.7	100	99.2	99	97.2	
Trucks	0	2	68	1	71	0	1	80	0	81	0	0	0	2	2	0	2	0	2	4	158	
% Trucks	0	4.4	3.5	2	3.5	0	1.5	2.6	0	2.6	0	0	0	3	2.6	0	1.3	0	0.8	1	2.8	

SW 122nd Street

Out

In
74
2
76

Total 136
4
140

62
2
64

65
2
67
Right

2
0
2
Thru

7
0
7
Left

SW 122nd Street

Out

In 387
4
391

Total 502
6
508

115
2
117

237
2
239
Right

3
0
3
Thru

147
2
149
Left

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000

North

9/4/2024 07:00 AM
9/4/2024 05:45 PM
Vehicle Trucks

Start Date : 9/4/2024 Page No	: 2

SW
Out	122nd Ave In		nue
Total	
3230		1960		5190	
84		71		155	
3314		2031		5345	

49	1855	56	
1	68	2	
50	1923	58	
Right	Thru	Left	

Left	Thru	Right	
64	3018	3	
1	80	0	
65	3098	3	

2099		3085		5184	
70		81		151	
2169
Out
SW	3166
In 122nd Ave		5335
Total nue	

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 3

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	SW 122nd Street Westbound	SW 122nd 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	
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	0	1	84	2	87	0	1	264	0	265	0	0	0	8	8	0	22	0	16	38	398	
07:30 AM	1	1	108	2	112	0	1	233	0	234	0	0	1	3	4	0	22	0	14	36	386	
07:45 AM	2	2	102	3	109	0	2	222	0	224	0	1	0	10	11	0	28	0	32	60	404	
08:00 AM	1	0	102	2	105	0	1	237	0	238	0	0	0	7	7	0	15	0	21	36	386	
Total Volume	4	4	396	9	413	0	5	956	0	961	0	1	1	28	30	0	87	0	83	170	1574	
% App. Total	1	1	95.9	2.2		0	0.5	99.5	0		0	3.3	3.3	93.3		0	51.2	0	48.8			
PHF	.500	.500	.917	.750	.922	.000	.625	.905	.000	.907	.000	.250	.250	.700	.682	.000	.777	.000	.648	.708	.974	
Vehicle	4	4	385	8	401	0	5	937	0	942	0	1	1	28	30	0	87	0	82	169	1542	
% Vehicle	100	100	97.2	88.9	97.1	0	100	98.0	0	98.0	0	100	100	100	100	0	100	0	98.8	99.4	98.0	
Trucks	0	0	11	1	12	0	0	19	0	19	0	0	0	0	0	0	0	0	1	1	32	
% Trucks	0	0	2.8	11.1	2.9	0	0	2.0	0	2.0	0	0	0	0	0	0	0	0	1.2	0.6	2.0	

SW 122nd Street

Out

In
30
0
30

Total
38
0
38

8
0
8

28
0
28
Right

1
0
1
Thru

1
0
1
Left

SW 122nd Street

Out

In 169
1
170

Total 183
2
185

14
1
15

82
1
83
Right

0
0
0
Thru

87
0
87
Left

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000

SW 122nd Avenue Out	In	Total
1052	401	1453
19	12	31
1071	413	1484

8	385	8
1	11	0
9	396	8
Right  Thru  Left

Peak Hour Data

North

Left	Thru  Right

468	942	1410
12	19	31
480	961	1441
Out	In	Total SW 122nd Avenue

0

956

5

0
0

937
19

5
0

Peak Hour Begins at 07:15 AM
Vehicle Trucks

Start Date : 9/4/2024 Page No	: 4

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000
Start Date : 9/4/2024 Page No	: 5

	SW 122nd Avenue Southbound	SW 122nd Avenue Northbound	SW 122nd Street Westbound	SW 122nd 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	
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	1	7	137	1	146	0	4	187	0	191	0	0	0	5	5	0	0	0	10	10	352	
05:15 PM	0	2	143	4	149	0	11	186	0	197	0	0	0	2	2	0	2	0	8	10	358	
05:30 PM	0	8	132	6	146	0	2	200	0	202	0	0	1	1	2	0	4	0	12	16	366	
05:45 PM	1	4	145	3	153	0	12	150	0	162	0	2	0	5	7	0	3	1	15	19	341	
Total Volume	2	21	557	14	594	0	29	723	0	752	0	2	1	13	16	0	9	1	45	55	1417	
% App. Total	0.3	3.5	93.8	2.4		0	3.9	96.1	0		0	12.5	6.2	81.2		0	16.4	1.8	81.8			
PHF	.500	.656	.960	.583	.971	.000	.604	.904	.000	.931	.000	.250	.250	.650	.571	.000	.563	.250	.750	.724	.968	
Vehicle	2	21	539	14	576	0	29	717	0	746	0	2	1	13	16	0	9	1	45	55	1393	
% Vehicle	100	100	96.8	100	97.0	0	100	99.2	0	99.2	0	100	100	100	100	0	100	100	100	100	98.3	
Trucks	0	0	18	0	18	0	0	6	0	6	0	0	0	0	0	0	0	0	0	0	24	
% Trucks	0	0	3.2	0	3.0	0	0	0.8	0	0.8	0	0	0	0	0	0	0	0	0	0	1.7	

SW 122nd Street

Out

In
16
0
16

Total
40
0
40

24
0
24

13
0
13
Right

1
0
1
Thru

2
0
2
Left

SW 122nd Street

Out

In
55
0
55

Total
99
0
99

44
0
44

45
0
45
Right

1
0
1

9
0
9

Thru  Left

File Name : TMC-6 SW 122nd Avenue at SW 122nd Street Site Code : 00000000

Peak Hour Data

North

Peak Hour Begins at 05:00 PM
Vehicle Trucks

Start Date : 9/4/2024 Page No	: 6

SW
Out	122nd Ave In		nue
Total	
739		576		1315	
6		18		24	
745		594		1339	

14	539	23	
0	18	0	
14	557	23	
Right	Thru	Left	

Left	Thru	Right	
29	717	0	
0	6	0	
29	723	0	

586		746		1332	
18		6		24	
604
Out
SW	752
In 122nd Ave		1356
Total nue	

KENDALL  BREEZE  CDD

PENSACOLA

FORT WALTON BEACH

CHIPLEY

TALLAHASSEE	JACKSONVILLE
LAKE

PROPOSED ROADWAY

PANAMA CITY

CITY GAINESVILLE

ST AUGUSTINE

INDEX OF DRAINAGE REPAIR PLAN

IMPROVEMENTS

OCALA	DAYTONA BEACH DELAND

SHEET NO.
1

SHEET DESCRIPTION COVER SHEET

CITY OF MIAMI

NEW PORT RICHEY

ORLANDO BEACH LINE

MELBOURNE - COCOA

2	TABULATION OF QUANTITIES	TAMPA	LAKELAND

3-6
7-10

ROADWAY PLANS S&PM PLANS

MIAMI-DADE COUNTY, FLORIDA 33186

LOCATION OF PROJECT

ST PETERSBURG

SARASOTA - BRADENTON

BARTOW

FT PIERCE

FT MYERS

WEST PALM BEACH

FT LAUDERDALE MIAMI

PROJECT  LOCATION

0	1 MILE	2 MILES

SW 137TH AVE

SW 127TH AVE

SW 122ND AVE

SW 117TH AVE

SCALE 1"= 1 MILE

KEY WEST

Alvarez Engineers, Inc.
FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 NW 35 Lane, Suite 101
Doral, Florida 33172
Tel. (305) 640-1345 Fax (305) 640-1346

GOVERNING DESIGN STANDARDS:
THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE MIAMI-DADE COUNTY PUBLIC WORKS DEPARTMENT STANDARDS AND SPECIFICATIONS PARTS 1, 2 AND 3. THE MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN,
CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS. THE FLORIDA DEPARTMENT OF TRANSPORTATION CURRENT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,
AS AMENDED BY CONTRACT DOCUMENTS.

LOCATION PLAN MIAMI-DADE COUNTY
T56/R40/S01&02

FEBRUARY 2025

Page 139

SHEET NO.

1

Katherine Ramirez

2/13/2025

2:28:22 PM

P:\020601 - Kendall Breeze CDD (Yearly Report)\Roadway Improvements\CADD\KEYSUW01.dwg

PAY ITEM NO.	
DESCRIPTION	
UNIT		GRANO TOTAL	
					
			PLAN	FINAL	PLAN	FINAL	
0101-1	MOBILIZATION	LS					
0102-1	MAINTENANCE OF TRAFFIC	LS					
0104- 18	INLET PROTECTION SYSTEM	EA	9		9		
0110-1 -1	CLEARING & GRUBBING	AC	0.045		0.045		
0110-4-10	REMOVAL OF EXISTING CONCRETE	SY	37.8		37.8		
0120-1	REGULAR EXCAVATION	CY	33.5		33.5		
0125-3	SELECT BEDDING MATERIAL (SAND)	CY	7.3		7.3		
0285-706	OPTIONAL BASE, BASE GROUP 06 (BASEROCK)	SY	54.6		54.6		
0520-1-10	CONCRETE CURB, TYPE F	LF	75		75		
0520-2-2	CONCRETE CURB, TYPE B	LF	258		258		
0520-2-4	CONCRETE CURB, TYPED	LF	212		212		
0522-2	CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK	SY	8.7		8.7		
0526-1-2	PAVERS, ARCHITECTURAL, SIDEWALK	SY	273.0		273		
0527-2	DETECTABLE WARNINGS	SF	10.7		10.7		
0570-1-3	PERFORMANCE TURF, SOD AND SOIL- SHOULDER TREATMENT INDEX 570-010	SY	125.4		125.4		
0700- 1 - 111	SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF	EA	21		21		
0700-1-600	SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE	EA	2		2		
0700-3-101	SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, UP TO 12 SF	EA	8		8		
0700-3-501	SIGN PANEL, RELOCATE, UP TO 12 SF	EA					
0706-1-3	RAISED PAVEMENT MARKER, TYPE B	EA	288		288		
0711-11-125	THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK	LF	81		81		
0711-11-224	THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON	LF	10		10		
0711-16-201	THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6"	GM	0. 142		0. 142		

TABULATION OF	QUANTITIES	
REVISIONS	ALVAREZ ENGINEERS, INC.	
KENDALL BREEZE COO ROADWAY IMPROVEMENTS	
TABULATlION OF QUANTlITlIES

ag	SHEET
NO.	
DATE	DESCRIPTION	DATE	DESCRIPTION					
				FLORIDA CERTIFICATE OF AUTHORIZATION No. 7538
8935 N.W. 35 Lane, Suite 101
Tel.(305) Miami Florida 33172 640-1346
640-1345 Fax (305)				
							
2
e 140	

P:\FO0T\Misc Tasks\roadway\CESSROf 
Katherine.Ramirez	2/18/2025	11 :23:38 AM

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Page 148

ALVAREZ ENGINEERS, INC

2/18/2025

ALVAREZ ENGINEERS, INC	2/18/2025
KENDALL BREEZE CDD	
Estimate of Construction Costs
Proposed Radway Improvements	

ITEM NO.	FDOT PAY ITEM NO.	
DESCRIPTION OF WORK	
UNIT	
QUANTITY	UNIT PRICE ($/UNIT)	
COST ($)	
1	0104-18	INLET PROTECTION SYSTEM	EA	9	$	118.73	$	1,068.57	
2	0110-1-1	CLEARING & GRUBBING	AC	0.045	$ 228,836.47	$  10,297.64	
3	0110-4-10	REMOVAL OF EXISTING CONCRETE	SY	37.8	$	34.64	$	1,309.39	
4	0120-1	REGULAR EXCAVATION	CY	33.5	$	16.08	$	537.91	
5	0125-3	SELECT BEDDING MATERIAL (SAND)	CY	7.3	$	1,000.00	$	7,279.88	
6	0285-706	OPTIONAL BASE, BASE GROUP 06 (BASEROCK)	SY	54.6	$	17.00	$	928.18	
7	0520-1-10	CONCRETE CURB, TYPE F	LF	75	$	42.46	$	3,184.50	
8	0520-2-2	CONCRETE CURB, TYPE B	LF	258	$	112.22	$  28,952.76	
9	0520-2-4	CONCRETE CURB, TYPE D	LF	212	$	38.53	$	8,168.36	
10	0522-2	CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK	SY	8.7	$	86.39	$	751.59	
11	0526-1-2	PAVERS, ARCHITECTURAL, SIDEWALK	SY	273	$	67.59	$  18,452.07	
12	0527-2	DETECTABLE WARNINGS	SF	10.7	$	41.28	$	441.70	
13	0570-1-3	PERFORMANCE TURF, SOD AND SOIL- SHOULDER TREATMENT INDEX 570-010	SY	125.4	$	8.05	$	1,009.47	
14	0700-1-111	SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF	EA	21	$	444.48	$	9,334.08	
15	0700-1-600	SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE	EA	2	$	39.40	$	78.80	
16	0700-3-101	SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, UP TO 12 SF	EA	8	$	280.62	$	2,244.96	
17	0700-3-501	SIGN PANEL, RELOCATE, UP TO 12 SF	EA	1	$	142.39	$	142.39	
18	0706-1-3	RAISED PAVEMENT MARKER, TYPE B	EA	288	$	4.52	$	1,301.76	
19	0711-11-125	THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK	LF	81	$	5.10	$	413.10	
20	0711-11-224	THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON	LF	10	$	3.90	$	39.00	
21	0711-16-201	THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6"	GM	0.142	$	5,972.61	$	848.11	
							
PARKING WIDENING SUBTOTAL	$  96,784.22	
22	-	CONTINGENCY (20%)	LS	1	$  19,356.84	$  19,356.84	
23	101-1	MOBILIZATION (20%)	LS	1	$  19,356.84	$  19,356.84	
24	102-1	MAINTENANCE OF TRAFFIC (5%)	LS	1	$	9,678.42	$	9,678.42	
GENERAL SUBTOTAL	$ 145,176.32	
GRAND TOTAL	$ 146,000.00	

Page 149

Kendall Breeze CDD
Storm Drainage System Maintenance	
Americlean	Raptor Vac Systems	Top Dog	

Issue and qualify the Class V Permit with Miami-Dade County DERM, and submit any required reports.

Perform the regular cleaning/maintenance of the Storm Drainage System, including (but not limited to), Catch Basins/Structures cleaning, Linear Foot Pipelines cleaning, and Baffles removal & replacement (all on "as needed" basis).

For the first service, a total of seventy-four (74) structures needs to be cleaned (as a result of the recently performed inspection).	

Structure Cleaning (Per Unit):

$100.00

*A minimum of 10 structures per visit will be charged.	
Structure Cleaning (Per Unit):

$100.00	
Structure Cleaning (Per Unit):

$110.00

*A minimum of 20 structures per visit will be charged.	

Based on the most recent inspection, performed by the Field Operations Manager, the initial work implies the cleaning of 74 structures, which accorded to the price above will be an expense for the District of:

$7,400.00	
Based on the most recent inspection, performed by the Field Operations Manager, the initial work implies the cleaning of 74 structures, which accorded to the price above will be an expense for the District of:

$7,400.00	
Based on the most recent inspection, performed by the Field Operations Manager, the initial work implies the cleaning of 74 structures, which accorded to the price above will be an expense for the District of:

$8,140.00	

Americlean	Raptor Vac Systems	Top Dog	

Pipeline Cleaning (Per Linear Foot):

$3.00	
Pipeline Cleaning (Per Linear Foot):

$1.00 to $2.75

Prices may vary between these 2 numbers, depending on the wide of the pipeline and the level of obstruction on it.

*Refer to the vendor proposal's price sheet for specific details.	
Pipeline Cleaning (Per Linear Foot):

$1.25	

Based on the most recent inspection, performed by the Field Operations Manager, no Pipes/Lines are recommended for cleaning at this time.	

Baffle Replacement (If applicable):

$575.00	
Baffle Replacement (If applicable):

$500.00

Baffle Removal/Reinstall (If applicable):

$150.00	
Baffle Replacement (If applicable):

Market Price

Baffle Removal/Reinstall (If applicable):

$75.00	

Americlean	Raptor Vac Systems	Top Dog	

Class V Permit Processing:

$3,500.00

Including DERM Initial Permit Fee.	
Class V Permit Processing:

$0.00

Does NOT include DERM Permit Fee, to be payable directly to DERM.	
Class V Permit Processing:

$1,500.00

Does NOT include DERM Permit Fee, to be payable directly to DERM.	

Class V Permit Reports to DERM (for the length of the Class V Permit):

$1,000.00	
Class V Permit Reports to DERM (for the length of the Class V Permit):

$0.00	
Class V Permit Reports to DERM (for the length of the Class V Permit):

$0.00

Reporting price is included in their "Administrative Fee" this vendor charges for the Permit Processing (previous row).	

Any other expenses or payments to DERM, or any other Governmental Agency, resulting as a consequence of the Class V Permit process, are to be payable by the District to the respective Government Agency.	

Other companies, such as Flotech, were asked to provide a quote for this project, but they declined.	

Kendall Breeze CDD – Storm Drainage Structures to be Cleaned.
Map Locations (Red Dots) for reference only. Detailed Plans provided to vendors.

PO Box 560951 Miami, FL 33256 Phone (305) 270-3233 Fax (305) 259-4214
March 11, 2025

Kendall Breeze
12300 SW 125 Ct
Miami, FL 33186
ATTN: Ronald Galvis

STORM DRAIN CLEANING

Drainage Structures
Vacuum pump truck to remove debris from each drain and pit. Pressure jet clean drains pit walls and bottom.
Sewer jet cleans laterals.

All work is guaranteed to be as specified, and the above work to be performed in accordance with the specifications submitted for above work and completed in a substantial workmanlike manner for the sum of:
Total Cost for Storm Drain System Cleaning (Per Drain):	$	100.00
*(100.00 per unit – with a minimum charge of $1,000.00 [10 Units] per visit)
Total Cost for Storm Pipe Cleaning (Per Linear Foot):	$	3.00
Total Cost for Baffle Replacement (Per Unit):	$	575.00
Total Cost for 365 Day Permit*:	$ 3,500.00
Total Cost for Reporting:	$ 1,000.00

With payment to be made at: Terms: 30% Upon Acceptance and 70% Upon Completion.

*Includes initial permit fee. Additional feed incurred will be billed additionally if required.
Exclusions: professional divers, dewatering, pipe plugging, confined space manhole entry, MOT Permitting, Major MOT Set-up's, Hydrant meter access, Repairs, Root removal, soft digging, lift station cleaning/inspection, Cured in
Place Pipe, laser profiling, major dewatering, de-watering bags, trash pumps, additional permit fees as required by DERM

Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control.
Sincerely submitted,
Oscar Vinces ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above.

Signature: 		Date: 	
Note: Proposal may be withdrawn by us if not accepted within 30 days.

PROPOSAL

Tel 786-694-0709
E-mail: operations@raptorvac.com

STORMWATER DRAIN MAINTENANCE
PROPOSAL SUBMITTED TO:
Kendall Breeze CDD ℅ SDS, Inc.	PROJECT NAME:
Kendall Breeze CDD	
BUSINESS ADDRESS:
2501A Burns Road, Palm Beach Gardens, FL	PROJECT LOCATION:
12300 SW 125th Ct, Miami, FL 33186	
CONTACT:
Management	DATE:
March 4, 2025	

We hereby propose to furnish all labor and equipment to complete the work outlined in this proposal in accordance with the Scope of Work listed below.

SCOPE OF WORK: All labor, equipment and materials to complete work in accordance with pricing in Price Sheet.

COST: We propose to conduct this work in accordance with the above Scope of Work for the sum of $	

$ 	

ACCEPTANCE: Client hereby accepts and agrees to the terms, Scope of Work, and all other conditions and speciﬁcations hereinabove. Raptor Vac Systems is authorized to perform the work. Payment shall be made in accordance with the provisions contained hereinabove.

Accepted by:

Authorized Representative’s Signature

Date of Acceptance

						
Raptor Vac-Systems
Price Sheet	
Kendall Breeze Community Development District	
						
Improvement/Item Type	Unit Price			
Catch Basin/Manhole Cleaning	$100.00			
Baffle Removal/Reinstall	$150.00			
Pneumatic plug Install/Removal (12" to 24" plug included, larger sizes, same install rate plus rental price).	
$150.00			
				
Baffle Replacement (New one, Install Included)	$500.00			
3" Water Pump and Hoses (Daily)	$250.00			
Truck Load (Disposal tickets to be provided)	$250.00			
Mobilization (Daily)	$400.00			
Dewatering Storm Drain Filter	$150.00			
Support Pick Up Truck (Daily)	$100.00			
6" Vacuum Hose for Open Space Area Structures (Daily)	$200.00			

Pipeline Improvements Cleaning						
	Price per Linear Foot			
Description	Light	Medium	Heavy			
12" Pipe Cleaning
15" Pipe Cleaning	$1.00
$1.00	$1.25
$1.50	$1.50
$2.50			
18" Pipe Cleaning	$1.00	$1.75	$2.75			
						
Pipeline Improvement CCTV Inspection
All size(s) Pipeline	Price per Linear Foot
$1.15			
Mobilization (Daily)	$250.00			

Permitting						
	Price			
Class V Permit Running	$0.00			
Class V Permit Cost
Quarterly Reports Completion and Submission	Refer to Miami Dade County Pricing
$0.00			
						
Note: All Miami Dade County Costs to be paid by District. Submittal and processing to be conducted by Raptor Vac as courtesy to District.	

ESTIMATE
TOP DOG SEWER AND DRAIN CLENING LLC
2645 Executive Park Drive STE 523
Weston, Florida 33331
United States 7866633581

Bill to
Kendall Breeze CDD c/o SDS
Ronald Galvis

(786)503-1633
rGalvis@sdsinc.org

Ship to
Kendall Breeze CDD

Estimate Number:	52
Customer Ref:	Kendall Breeze Estimate Date:	February 27, 2025

Grand Total (USD):	$1,986.25

Valid Until:	March 29, 2025

Items	Quantity	Price	Amount	
Storm Drain Cleaning	1	$110.00	$110.00	
Kendall Breeze				
Estimate to bring an industrial vacuum truck and clean the storm drains.				
Top Dog will remove all the dirt and debris from the storm drains. After
removing the debris we will wash the walls and lid of the catch basin.				
$110 is for any amount over 20 basins. If 20 or under each basin will be				
$275				
Please Note: After the system is cleaned, Top Dog Sewer And Drain				
cannot guarantee that the ground will percolate rain water in heavy rains				
and down pours. The ground will still need time to soak in the water. Also				
if there are roots in the lines, there is not guarantee on the storm drain				
cleaning.basin.				
Storm Drain Line Jetting	1	$1.25	$1.25	
Estimate to jet the lines of the storm drains per linear foot to clear the				
line of dirt and debris. This is a price per linear foot that needs to be				
hydro-jetted.				
Extended Hose	1	$300.00	$300.00	
Estimate to bring another vehicle carrying extended hose, if there are any				
drains more than 20 feet away from where the truck can park on asphalt.				
Administration Fee	1	$1,500.00	$1,500.00	
This fee to fill out submit and receive the Class V permit. This fee also				
covers the price of submitting the report to the city after the basins are				
cleaned. This does not include any permit fees for the county.				
Baffle removal	1	$75.00	$75.00	
Estimate to remove and reinstall baffles. This is just the estimate for the				
labor to remove or reinstall the baffle. This estimate does not include the				
price of the baffle itself.				

MEMORANDUM
TO:	District Manager

FROM:	Billing, Cochran, Lyles, Mauro & Ramsey, P.A. District Counsel

DATE:	February 10, 2025

RE:	Stormwater system legal requirements update

As district counsel, throughout the year we continuously monitor state legislation and municipal and county ordinances that may be applicable to the governance and operation of our special district clients. Below is a summary of the current stormwater system requirements for Miami-Dade County, Florida (which include requirements imposed statewide by the Florida legislature, requirements for systems within the jurisdiction of the South Florida Water Management District (SFWMD), and requirements exclusive to Miami-Dade County imposed by county ordinances). We suggest that you review the legal requirements with the district engineer of each special district to ensure that appropriate inspections, reporting and funding for the applicable stormwater management system are in place.

2021 Requirements for Districts with Stormwater Systems:
In 2021, the Florida legislature created Section 403.9302, Florida Statutes, which required that local governments, including special districts, develop a 20-year needs analysis of the stormwater management system. This required each special district to provide a report no later than June 30, 2022, to the county in which the special district was located providing the following:

Description of stormwater management program or system and its facilities and projects;
Number of current and projected residents served in 5-year increments;
Current and projected service area for stormwater management program and system;
Current and projected costs of providing services in 5-year increments;
Estimated remaining useful life of facility or its major components;
Recent 5-year history of annual contributions and capital expenditures for maintenance or expansion; and
Special district’s plan to fund the maintenance or expansion of the facility or its major components.
Each county was required to compile and submit a cumulative report to the state. Thereafter, the state issued a comprehensive report on its findings. Unless a further change in state legislation occurs, each special district must submit this stormwater management needs report again on June 30, 2027.

New Requirements for Districts with Stormwater Systems: Chapter 2024-275, Laws of Florida
During this past legislative session, the state enacted Chapter 2024-275, effective June 28, 2024, known as the Florida Stormwater Ratification Bill, which codified several significant changes to the Environmental Resource Permit Handbook promulgated by the Florida Department of Environment Protection (FDEP) (the “FDEP Handbook”).

Operation and Maintenance Plan:
As it relates to stormwater management systems, the FDEP Handbook requires that an applicant for construction, alteration or operation of a stormwater management system shall provide a written operation and maintenance plan (“O&M Plan”) at the time of application. The O&M Plan shall provide the following:

List and details of all stormwater system components, including location, type, how systems connect, etc.;
List and description of maintenance and inspection tasks for the system and its components (specific procedures provided);
Regular inspection and maintenance schedules;
Inspection checklists;
Copies of or references to pertinent sections of covenants, conditions, restrictions or other documents, permits approvals, and agreements that govern operation and maintenance of the stormwater system; and
Permitted or as-built plans of the stormwater system.
The O&M Plan must also include a list of after-hours telephone numbers for key maintenance personnel in case of emergencies and information necessary for reviewing copies of maintenance and inspection records. This O&M Plan must be maintained by the operation and maintenance entity, and if a third party performs the operation and maintenance, the permittee remains responsible for all the requirements.

Additional Inspections and Reports – Florida Requirements:

The new legislation also requires additional inspections and reports from districts with stormwater infrastructure. The FDEP Handbook provides that the applicant may propose a maximum frequency of inspections for a stormwater system of 5 years, but FDEP may determine that the stormwater system requires a greater minimum frequency of inspections and includes a chart of the type of system and the inspection frequency for that system, which could require yearly inspections. The stormwater management system inspections conducted on or after June 28, 2025, require a qualified inspector to conduct the inspection and submit the reports. FDEP also has adopted additional requirements for each regional water management district, including the South Florida Water Management District (SFWMD). These additional requirements, including the inspection checklist, are available on SFWMD’s website (www.sfwmd.gov), which provides for the reporting requirements and signature of the inspector. The inspection report shall be submitted within 30 days of the date of the inspection.

Transfer of Permits for Stormwater Management Systems:

Based on this new legislation and the requirements for permit applications, prior to the acceptance of the transfer of any permit for the stormwater management system, the district manager should obtain the O&M Plan from the developer and confirm that the above requirements have been met. Additionally, the district manager will need to budget for the required inspections and reporting by a qualified inspector.

New Requirements for Districts located in Miami-Dade County
Additional Inspections and Reports – Miami-Dade County Requirements:

In Miami-Dade County, the County Commission enacted an ordinance imposing new stormwater management reporting and inspection requirements which commence 3 years after adoption of the ordinance (September 4, 2027). These new ordinance amendments require owners and operators of stormwater management systems that connect to or drain into a public right-of- way drainage infrastructure to certify the stormwater system and submit an asset inventory of the stormwater system and structures, inspections/maintenance records, and maintenance standard operating procedures to the County. After the first certification, the stormwater management system will need to be certified every 10 years thereafter, unless the County determines an earlier recertification is required.

If the requirements above apply to the special district, the district manager should discuss with the district engineer the anticipated costs of certifying the stormwater system, including the asset inventory of the structures, maintenance standard operating procedures and maintenance report formats to comply with the new County requirements.

Miami-Dade County Class V Dewatering Permits:

Additionally, the Miami-Dade County Commission amended the code of ordinances to require Class V permits for dewatering operations associated with the cleaning and maintenance of stormwater management systems. Dewater means to discharge either on- or off-site water from an excavation, underground structure, or depressed lands, which includes the cleaning of stormwater infrastructure systems in the special districts. Presently, a special district, or its contractor, will need to apply for and obtain a permit from Miami-Dade County Department of Environmental Resource Management (DERM) prior to the stormwater cleaning. Previously, the special district did not have to obtain a permit from DERM to perform stormwater structure cleaning. There are multiple costs involved, which vary depending upon the length of time of the permit. According to the information provided by DERM, the fee for a one-year permit is $2,150, as provided on the permit application form. The permit must be issued before work commences, otherwise there will be fines equal to double the permit cost imposed by Miami-Dade County. It is imperative that the permit be issued, and that this requirement is included in the agreement with a contractor. There are also other requirements that the contractor will need to adhere to as a part of the cleaning of the stormwater system under the permit, including, but not limited to, a description of the portion of the infrastructure to be cleaned, the equipment to be used for cleaning,

the standard operating procedure for the cleaning, details and specifications of required pre- treatment system if discharged into same stormwater infrastructure, information on how the filtrate will be collected, transported, and disposed of, details for the authorized facility where the solid content of the truck will be transported, visual inspection of the drainage structure and content for signs of contamination, and proper use of the equipment.

Recommendation
Taking all of these current and new requirements into account, it would benefit the special district for the district engineer to review the current stormwater management systems, including having the district engineer make a determination of: whether mapping is required to identify the location of the stormwater infrastructure, the current condition of the infrastructure, the required maintenance of the system, a maintenance plan, the estimate for the future needs of the stormwater system as a whole and the estimated costs for the regular maintenance (including permit costs) and future capital costs.