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Submittal-Planning Department-Correspondence with the State
Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM TO: Arthur Noriega V City Manager DATE: 7/24/2025 SUBJECT: Submittal for PZ 6—TOD Node File ID 17586 FROM: David Snow Director, Planning Department ENCLOSURES: Correspondence with the State The purpose of this memorandum for Item PZ. 6 on the July 24, 2025, City Commission Agenda is to provide a summary of the comments received from reviewing agencies through the Expedited State Review process as well as a traffic impact study prepared by Kimley-Horn. The table below summarizes the status of required reviews from various agencies, and the correspondences have been provided with this memo. Agency Date Received Comment Florida Dept. of Commerce 7/18/2025 No comment Florida Dept. of Transportation 7/15/2025 Request for more information; City's response provided on 7/21/2025 Florida Dept. of Environmental Protection 7/18/2025 No Impact South Florida Regional Planning Council 7/21/2025 Advised close coordination with FDOT Florida Dept. of Education No response No response Miami -Dade County (RER) No response No response South Florida Water Management District No response No response Florida Dept. of State No response No response Upon approval, the additional attachment for the above -referenced Comprehensive Plan Amendment will be provided to the City Clerk's Office for distribution to the Mayor and all Commissioners. 17586-Submittal-Planning Department -Correspondence with the State FLORIDACIMMERCE Ron DeSantis J. Alex Kelly July 18, 2025 The Honorable Francis Suarez Mayor, City of Miami 444 Southwest 2nd Avenue Miami, Florida 33130 Dear Mayor Suarez, Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk FloridaCommerce has reviewed the proposed comprehensive plan amendment for the City of Miami (Amendment No. 25-01ESR) received on June 18, 2025. The review was completed under the expedited state review process. FloridaCommerce has no comment on the proposed amendment. The City should act by choosing to adopt, adopt with changes, or not adopt the proposed amendment. For your assistance, FloridaCommerce has enclosed the procedures for adoption and transmittal of the comprehensive plan amendment. In addition, the City is reminded that: • Section 163.3184(3)(b), Florida Statutes (F.S.), authorizes other reviewing agencies to provide comments directly to the City. If the City receives reviewing agency comments and they are not resolved, these comments could form the basis for a challenge to the amendment after adoption. • The second public hearing, which shall be a hearing on whether to adopt one or more comprehensive plan amendments, must be held within 180 days of your receipt of agency comments or the amendment shall be deemed withdrawn unless extended by agreement with notice to FloridaCommerce and any affected party that provided comment on the amendment pursuant to Section 163.3184(3)(c)1., F.S. • The adopted amendment must be transmitted to FloridaCommerce within ten working days after the final adoption hearing or the amendment shall be deemed withdrawn pursuant to 163.3184(3)(c)2., F.S. Under Section 163.3184(3)(c)2. and 4., F.S., the amendment effective date is 31 days after FloridaCommerce notifies the City that the amendment package is complete or, if challenged, until it is found to be in compliance by FloridaCommerce or the Administration Commission. Caldwell Building 1107 E. Madison Street Tallahassee, FL 32399 850.245.7105 I www.FloridaJobs.org I Twitter: @FLACommerce An equal opportunity employer/program. Auxiliary aids and service are available upon request to individuals with disabilities. All voice telephone numbers on this document may be reached by persons using TTY/TTD equipment via the Florida Relay Service at 711. Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk The Honorable Francis Suarez July 18, 2025 Page 2 of 2 If you have any questions concerning this review, please contact Christina Nazaire, Planning Analyst, by telephone at (850) 717-8532 or by email via Christina.Nazaire@Commerce.fl.gov. Sincerely, rues D. Stansbury, Chief /Bureau of Community Planning and Growth J J DS /cn Enclosure(s): Procedures for Adoption cc: David Snow, Planning Department Director, City of Miami Isabel Cosio Carballo, MPA, Executive Director, South Florida Regional Planning Council Caldwell Building 1107 E. Madison Street Tallahassee, FL 32399 850.245.7105 I www.FloridaJobs.org I Twitter: @FLACommerce An equal opportunity employer/program. Auxiliary aids and service are available upon request to individuals with disabilities. All voice telephone numbers on this document may be reached by persons using TTY/TTD equipment via the Florida Relay Service at 711. Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk SUBMITTAL OF ADOPTED COMPREHENSIVE PLAN AMENDMENTS FOR EXPEDITED STATE REVIEW Section 163.3184(3), Florida Statutes NUMBER OF COPIES TO BE SUBMITTED: Please submit electronically using FloridaCommerce's electronic amendment submittal portal "Comprehensive Plan and Amendment Upload" (https://fldeo.my.salesforce-sites.com/cpf) or submit three complete copies of all comprehensive plan materials, of which one complete paper copy and two complete electronic copies on CD ROM in Portable Document Format (PDF) to the State Land Planning Agency and one copy to each entity below that provided timely comments to the local government: the appropriate Regional Planning Council, Water Management District, Department of Transportation, Department of Environmental Protection, Department of State, the appropriate county (municipal amendments only), the Florida Fish and Wildlife Conservation Commission and the Department of Agriculture and Consumer Services (county plan amendments only), and the Department of Education (amendments relating to public schools), and for certain local governments, the appropriate military installation and any other local government or governmental agency that has filed a written request. SUBMITTAL LETTER: Please include the following information in the cover letter transmitting the adopted amendment: State Land Planning Agency identification number for adopted amendment package. Summary description of the adoption package, including any amendments proposed but not adopted. Identify if concurrency has been rescinded and indicate for which public facilities. (Transportation, schools, recreation and open space). Ordinance number and adoption date. Certification that the adopted amendment(s) has been submitted to all parties that provided timely comments to the local government. Name, title, address, telephone, FAX number and e-mail address of local government contact. Letter signed by the chief elected official or the person designated by the local government. IN - Revised: December 2024 Page 3 of 4 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk ADOPTION AMENDMENT PACKAGE: Please include the following information in the amendment package: In the case of text amendments, changes should be shown in strike-through/underline format. In the case of future land use map amendments, an adopted future land use map, in color format, clearly depicting the parcel, its future land use designation and its adopted designation. A copy of any data and analyses the local government deems appropriate. Note: If the local government is relying on previously submitted data and analysis, no additional data and analysis is required. Copy of the executed ordinance adopting the comprehensive plan amendment(s). Suggested effective date language for the adoption ordinance for expedited review: "The effective date of this plan amendment, if the amendment is not timely challenged, shall be 31 days after the state land planning agency notifies the local government that the plan amendment package is complete. If the amendment is timely challenged, this amendment shall become effective on the date the state land planning agency or the Administration Commission enters a final order determining this adopted amendment to be in compliance." List of additional changes made in the adopted amendment that the State Land Planning Agency did not previously review. List of findings of the local governing body, if any, that were not included in the ordinance and which provided the basis of the adoption or determination not to adopt the proposed amendment. Statement indicating the relationship of the additional changes not previously reviewed by the State Land Planning Agency in response to the comment letter from the State Land Planning Agency. Revised: December 2024 Page 4 of 4 Docusign Envelope ID: 60EBF937-72F1-4E28-86E4-E2ODA74DC15D RON DESANTIS GOVERNOR FDOT Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Florida Department of Transportation 1000 N.W. 111 Avenue Miami, Florida 33172 July 15, 2025 Mr. David Snow Director City of Miami Planning Department 444 SW 2nd Avenue 3rd Floor Miami, Florida 33130 JARED W. PERDUE, P.E. SECRETARY Subject: City of Miami Proposed Neighborhood Comprehensive Plan Amendment FDEO #25-01 ESR Dear Mr. Snow: Pursuant to Section 163.3184(3), Florida Statutes (F.S.), in its role as a reviewing agency as identified in Section 163.3184(1)(c), F.S., the Florida Department of Transportation (FDOT), District Six, reviewed the proposed text amendments to the Miami Comprehensive Neighborhood Plan. The proposed amendments propose the creation of a new Future Land Use ("FLU") designation: "Transit Oriented Node — 1 through 4" (also known as TOD Node 1 — 4) with numbers after the dash relating to varying densities and nonresidential intensities. In addition to the creation of this new FLU designation, the amendments also propose updates to Appendix LU-1 and amendments to two policies in the Future Land Use Element: Policy LU-5.1.3 and Policy LU-5.2.1. The proposed text amendment modifies 143.75 gross acres and 106.22 net acres — with gross including rights -of -way and net excluding rights -of -way to TOD Node 1 or TOD Node 2. The Interstate 95 (1-95), a Strategic Intermodal System (SIS) facility is in close proximity to the amendment area. Based on a review of the proposed amendment package FDOT offers the following comments: 1. Two separate transportation analyses were included in the amendment package - the Transportation Concurrency Memorandum prepared by City staff, and the Miami Comprehensive Neighborhood Plan Amendment Traffic www.fdot.gov www.southflroads.com Docusign Envelope ID: 60EBF937-72F1-4E28-86E4-E2ODA74DC15D Mr. David Snow July 15, 2025 Page 2 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Impact Study. The analyses had different approaches and results; therefore, FDOT cannot adequately quantify the impact to 195 and other state roads based on the analysis provided. 2. The Transportation Concurrency Memorandum indicated that the proposed FLU is anticipated to generate 142,699 daily trips; 16,572 AM and 17,810 PM trips. Although this analysis did not include modal reductions, internal capture or trip distribution, FDOT feels that it is a more realistic analysis of vehicular trip generation for the proposed FLU amendment. This has the potential to significantly impact the 195. The amendment states that there are three (3) metro bus routes and one trolly, however there are no Tri-Rail or Brightline stations nearby and mentions a planned Tri-Rail station to be built adjacent to the 195 by a developer. 3. The second, Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study SR 9 / 1-95 was analyzed as a Core Urbanized 10-lane freeway with ramp metering. The typical section of SR 9 / 1-95 within the analysis area is an 8-lane mainline section with an add/drop auxiliary lane and 4- managed/express lanes (two in each direction). For FDOT to determine an accurate impact to capacity on the 1-95, the analysis needs to code this facility as 8-lanes. 4. The Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study uses a market driven approach. Although FDOT has no specific objections to this approach, the analysis uses the `Existing Maximum Allowed' development scenario and not the Existing Development. FDOT cannot determine the actual impacts to the 195 and other State Roads in the vicinity of the proposed amendment. 5. For FDOT to properly determine potential adverse impact to facilities of state importance, and any mitigation that may be necessary, the application needs to provide a realistic vehicular trip generation and distribution along the roadway network. In summary, FDOT District 6 reviewed the amendment package per Chapter 163 Florida Statutes requires further information to determine if the proposed amendment would adversely impact transportation resources and facilities of state importance. Docusign Envelope ID: 60EBF937-72F1-4E28-86E4-E2ODA74DC15D Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Mr. David Snow July 15, 2025 Page 3 Thank you for coordinating on the review of these proposed amendments with FDOT. After Florida Commerce reviews our comments, please do not hesitate to contact me by email at shereen.yeefonggdot.state.fl.us or at 305-470-5393 to discuss the analysis required by FDOT to determine the impact on facilities of state importance. Sincerely, DocuSigned by: B06CD06755954DD_. Shereen Yee Fong, MS-CE Community Planning Coordinator Cc: Antonette Adams, Florida Department of Transportation, District 6 Dat Huynh, P.E., Florida Department of Transportation, District 6 Kenneth Jeffries, Florida Department of Transportation, District 6 Isabel Cosio Carballo, South Florida Regional Planning Council Kathe Lerch, South Florida Regional Planning Council Donna Harris, Florida Department of Commerce Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk tam. July 18, 2025 Sent Electronically Shereen Yee Fong, Transportation Planner IV Planning and Environmental Management Office Florida Department of Transportation — District 6 Adam Leigh Cann Building 1000 NW 111 Avenue, Room 6111-A Miami, Florida 33172 305-470-5393 Shereen.yeefong@dot.state.fl.us ARTHUR NORIEGA, *, City Manager RE: FDOT District 6's Comments to the City of Miami's proposed comprehensive plan amendment filed as 25-01 ESR (City File ID 17586) Dear Shereen Yee Fong, The City of Miami has received the comments from District 6 of the Florida Department of Transportation, dated July 15, 2025. In response, we have prepared additional information so that the proper review may be completed. Enclosed is a response to the comments from Kimley-Horn, dated July 17, 2025, and a copy of the revised Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study. In response to the first of FDOT's comments, it should be noted that the Transportation Concurrency Memorandum, prepared by the City of Miami, is not intended to represent a realistic projection of build -out of the proposed amendments. The Transportation Concurrency Memorandum is one planning exercise used during the comprehensive planning process, but the Traffic Impact Study for the MCNP Amendment prepared by Kimley-Horn represents the more - likely impact to local transportation facilities. Please find a full response to the comments in the attached letter from Kimley-Horn. The City of Miami respectfully requests a review of the amendments pursuant to the Expedited State Review Process pursuant to Section 163.3184(3), Florida Statutes. Please contact Ryan Shedd, Chief of Comprehensive Planning, with any questions at RShedd@MiamiGov.com or by phone at (305) 416-1315. Regards, CLII, �i9nea oY: lQ, �reT,�{ Vi'd JIil.l , Director, Planning Department DS:ka/rs Enclosures PLANNING DEPARTMENT 444 S.W. 2nd Avenue, 3'd Floor/Miami, Florida 33130/Phone: (305)416-1400 Mailing Address: P.O. Box 330708/Miami Florida 33233-07008 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>»Horn MEMORANDUM To: Mr. David Snow Director I City of Miami Planning Department From: Raquel Selanikio, P.E. RS John McWilliams, P.E. Date: July 17, 2025 Subject: City of Miami Proposed Neighborhood Comprehensive Plan Amendment FDEO #25-01ESR Response to Comments We have received comments provided by the Florida Department of Transportation (FDOT) dated July 15, 2025. We offer the following responses/clarifications for your use: 1. Two separate transportation analyses were included in the amendment package - the Transportation Concurrency Memorandum prepared by City staff, and the Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study. The analyses had different approaches and results; therefore, FDOT cannot adequately quantify the impact to 195 and other state roads based on the analysis provided. Response: Per previous coordination with City staff, it was recognized that the City of Miami's Transportation Concurrency Memorandum does not reflect the likely/expected development patterns within the amendment area, nor does it represent the current proposed conceptual site plans presented to the City for most of the amendment area. Therefore, an alternative analysis, discussed in the Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study as the "market -driven" analysis was submitted. The market -driven analysis was prepared for the entirety of the amendment area (106.45 acres) by extrapolating the development patterns from the current conceptual proposed site plans within the majority (62.92 acres) of the amendment area, as discussed within the Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study. It should also be noted that current ownership patterns of 62.92 acres are not conducive to large scale developments that would support the densities in the City's Transportation Concurrency Memorandum analysis. 2. The Transportation Concurrency Memorandum indicated that the proposed FLU is anticipated to generate 142,699 daily trips; 16,572 AM and 17,810 PM trips. Although this analysis did not include modal reductions, internal capture or trip distribution, FDOT feels that it is a more realistic analysis of vehicular trip generation for the proposed FLU amendment. This has the potential to significantly impact the 195. The amendment states that there are three (3) metro bus routes and one trolly, however there are no Tri-Rail or Brightline stations nearby and mentions a planned Tri-Rail station to be built adjacent to the 195 by a developer. kimley-horn.com 8201 Peters Road, Suite 2200, Plantation, FL 33324 954.535.5100 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>»Horn David Snow, July 17, 2025, Page 2 Response: Per our response to Comment #1, the development programs assumed in the City of Miami's Transportation Concurrency Memorandum do not reflect the likely/expected development patterns within a TOD designation, nor does it represent the current proposed site plans and likely development patterns. For instance, the Transportation Concurrency Memorandum analysis assumed a proposed development program of 41 million square feet of industrial use while providing no commercial and retail space. Furthermore, the Transportation Concurrency Memorandum analysis does not account for any internalization within the TOD district and makes no adjustments for alternative modes, including the proposed Tri-Rail station that is an integral part of this application. Note that current census data in the area regarding car ownership reflects the heavy reliance on alternative modes even without the presence of a nearby rail station. Given the likely overestimation of the development program/pattern in the area and the lack of recognition of the use in alternative modes, it is our opinion that the market -driven analysis prepared within the Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study is the more accurate representation of trips generated by this comprehensive plan amendment. 3. The second, Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study SR 9 / 1-95 was analyzed as a Core Urbanized 10-lane freeway with ramp metering. The typical section of SR 9 /1-95 within the analysis area is an 8-lane mainline section with an add/drop auxiliary lane and 4-managed/express lanes (two in each direction). For FDOT to determine an accurate impact to capacity on the 1-95, the analysis needs to code this facility as 8-lanes. Response: The roadway segment analysis provided in the Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study previously represented the capacity of 1-95 erroneously as a 10-lane segment consistent with the lanes detailed in the Miami - Dade County concurrency tables for these segments. However, the updated study was revised to reflect the 1-95 capacity of an eight (8) lane limited access facility with auxiliary lanes and ramp metering. Based on the revised capacities, the results under the City Maximum scenarios indicate that the amendment is significant on the short-term horizon and adverse on the long-term horizon conditions. However, we maintain that the City Maximum analysis uses trip generation that is not an accurate estimate of a realistic number of trips generated by the amendment. Note that under the realistic market -driven scenario, the updated study with revised 1-95 capacities continues to demonstrate that the 1-95 corridor is not significantly (i.e. 5% rule) nor adversely impacted. 4. The Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study uses a market driven approach. Although FDOT has no specific objections to this approach, the analysis uses the `Existing Maximum Allowed' development scenario and not the Existing kimley-horn.com 8201 Peters Road, Suite 2200, Plantation, FL 33324 954.535.5100 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>»Horn David Snow, July 17, 2025, Page 3 Development. FDOT cannot determine the actual impacts to the 195 and other State Roads in the vicinity of the proposed amendment. Response: As indicated in the Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study, a comparison between the "Existing Maximum Allowed" development program and the market driven development program yielded a reduction in trip generation. Therefore, a supplemental segment analysis for the short-term horizon was conducted taking no credit for the existing development/existing development potential within the amendment area, using the market -driven trip generation of 3,307 vehicles, as discussed on Page 10 and Page 16 and represented as Table 9 on Page 24 of the study. As indicated, no studied roadway segments, including FDOT S1S and Non-S1S facilities, are significantly (i.e. 5% rule) nor adversely impacted under this analysis 5. For FDOT to properly determine potential adverse impact to facilities of state importance, and any mitigation that may be necessary, the application needs to provide a realistic vehicular trip generation and distribution along the roadway network. Response: The purpose of the market -driven analysis included in the Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study is to provide FDOT with an accurate trip generation and distribution analysis along the roadway network. Furthermore, the analysis provided demonstrates that the amendment is not expected to have an adverse impact on FDOT facilities. We trust that these responses adequately address the comments provided. Please contact us if you have any questions. K:\FTL_TPTO\143132004 - Little River Swerdlow\Correspondence\Response to FDEO #25-01 ESR Comments.docx kimley-horn.com 8201 Peters Road, Suite 2200, Plantation, FL 33324 954.535.5100 From: To: Cc: Subject: Date: Attachments: Plan Review Shedd, Ryan; dcpexterC@commerce.fl.gov Plan Review Miami 25-01ESR Proposed Friday, July 18, 2025 4:33:22 PM image001.pnq Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk CAUTION: This is an email from an external source. Do not click links or open attachments unless you recognize the sender and know the content is safe. To: Ryan Shedd, Chief of Comprehensive Planning Re: Miami 25-01ESR — Expedited State Review of Proposed Comprehensive Plan Amendment The Office of Intergovernmental Programs of the Florida Department of Environmental Protection (Department) has reviewed the above -referenced amendment package under the provisions of Chapter 163, Florida Statutes. The Depaitinent conducted a detailed review that focused on potential adverse impacts to important state resources and facilities, specifically: air and water pollution; wetlands and other surface waters of the state; federal and state-owned lands and interest in lands, including state parks, greenways and trails, conservation easements; solid waste; and water and wastewater treatment. Based on our review of the submitted amendment package, the Depailiuent has found no provision that, if adopted, would result in adverse impacts to important state resources subject to the Depailinent's jurisdiction. Please submit all future amendments by email to Plan.Review@FloridaDEP.gov. If your submittal is too large to send via email or if you need other assistance, contact Lindsay Weaver at (850) 717-9037. Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Miami Comprehensive Neighborhood Plan (MCNP) Amendment Traffic Impact Analysis for Submittal to the City of Miami SG LITTLE RIVER MCNP AMENDMENT Miami, Florida Kimley>» Horn © 2025 Kimley-Horn and Associates, Inc. July 2025 June 2025 143132004 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Miami Comprehensive Neighborhood Plan (MCNP) Amendment Traffic Impact Analysis for Submittal to the City of Miami SG LITTLE RIVER MCNP AMENDMENT Miami, Florida Prepared for: SG Manager, LLC Prepared by: Kimley-Horn and Associates, Inc. Kimley>» Horn ©2025 Kimley-Horn and Associates, Inc. July 2025 June 2025 143132004 `t1%t „11rir,r� \\� tL E. SE !Il, �, This item has been digitally signed and \ ^•V\ . ' ♦ sealed by Raquel E. Selanikio, P.E., \\ \.... 4� C E •N S • • • �� 4:' on the date adjacent to the seal. '. ....01, No.98449 STATE OF (V ,' S' i• 0 R 1 D. •NtiC� \ Printed copies of this document are not F V \ j R' ' G considered signed and sealed and the ,,'; IUj 1 L{ 1 r%0 signature be verified on any electronic c copies. Raquel E. Selanikio, P.E. Florida Registration Number 98449 Kimley-Horn and Associates, Inc. 8201 Peters Road, Suite 2200 Plantation, FL 33324 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study EXECUTIVE SUMMARY Kimley-Horn and Associates, Inc. has completed this Miami Comprehensive Neighborhood Plan amendment traffic impact analysis for submittal to the City of Miami. The purpose of the study is to assess the amendment's impact of the proposed land use designation changes on the surrounding roadway network. It is proposed to amend Miami's Comprehensive Neighborhood Plan (MNCP) for approximately 106.45-acre properties located generally within the following three (3) sites: • Site 1 is generally bounded by NW 75th Street to the north, the existing rail line to the south, NW 3rd Avenue to the east, and NW 7th Avenue to the west. • Site 2 is generally bounded by NW 75th Street to the north, NW 71st Street to the south, N Miami Avenue to the east, and NW 3rd Avenue to the west. Additionally, a portion of Site 2 is also generally bounded by NW 75th Street to the north, NW 71' Street to the south, N Miami avenue to the east, and NE 1st Court to the west. • Site 3 is generally bounded by the existing rail line to the north, NE 71' Street to the south, NE 2nd Avenue to the east, and NE Miami Court to the west. Note that some additional properties included in this amendment are in outside of the boundaries of Sites 1 through 3. The existing properties within the amendment boundary currently feature maximum allowable densities providing for a mix of residential, office, commercial and industrial land uses. For purposes of the MCNP analysis, the City of Miami provided the existing maximum allowable density development plan as follows: • 1,104 high-rise multifamily units • 2,411 mid -rise multifamily units • 24,367,000 square feet of industrial uses • 1,174,000 square feet of office uses The proposed maximum allowable development program, as defined by City of Miami staff, consists of the following: • 11,506 high-rise multifamily units • 41,425,000 square feet of industrial uses • 3,325,000 square feet of office uses However, as these densities are not considered consistent with the expected development densities or mixes and appear to overestimate the maximum development program for each of the sites, a proposed market -driven alternative development program more consistent with expected development patterns in the area was prepared. K: FP__IPi0R14313206f -Little RiverSwerdlaw\Repot\MCNPILIttIe River MCNPA mendment.doc Page - i July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study Conceptual site plans for properties located within Sites 1, 2, and 3 were used to calculate the development programs for those areas. For the areas included in this MNCP amendment that fall outside of these site boundaries, a review of the development patterns for each site was performed to project the expected development for those areas. Based on input from the applicant, Site 2 was determined to have a development pattern, mix, and density more consistent with the amendment properties outside of Sites 1 through 3. Therefore, density rates were calculated for Site 2 and then applied to those additional acreages. Based on these calculations, the following market -driven development plan was determined for the entire amendment area: • 10,500 high-rise multifamily units • 1,160,000 square feet of retail uses • 440,000 square feet of office uses This report summarizes amendment trip generation, project trip distribution, and capacity analyses. Analyses were prepared with the proposed maximum allowable development program as calculate by the City for informational purposes only given that the alternative plan is considered more appropriate for the impact analysis. Trip generation calculations for the proposed amendment were performed using the Institute of Transportation Engineer's (ITE's) Trip Generation Manual, 11th Edition. the proposed maximum development program as calculated by the City is expected to result in 25,690 external trips, a net increase of 9,886 trips during the P.M. peak hour, and the market -driven development plan is expected to result in 3,307 external trips, a net reduction of 12,497 trips during the P.M. peak hour when compared to the existing maximum allowable development program provided by the City. A roadway segment capacity analysis was prepared for existing traffic (2025), short-term horizon (year 2028) without amendment traffic, short-term horizon (year 2028) with amendment traffic, long-term (year 2045) without amendment traffic, and long-term (year 2045) with amendment traffic conditions. As the market -driven development plan is expected to result in a reduction of 12,497 net new P.M. peak hour trips compared to the existing maximum development program, long-term analyses were prepared for background conditions and the proposed maximum development program as calculated by the City for informational purposes only. The results of the market -driven alternative development program analysis, consistent with expected future development patterns in the area, indicate that no study roadway segments are expected to be adversely impacted by the project. At the City's request, the results of the proposed maximum development program, as calculated by the City, indicate that 13 of the 39 study roadway segments are M IFTL ZPTO\14313206f-bttle RiverSWerdlawlReportIMCNPILIttIe R/Ver MCRIP Amendment.dow Page - ii July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study expected to be adversely impacted. However, given that the maximum development program was considered inconsistent with expected future development patterns within the amendment area, the market -driven alternative analysis is expected to more accurately represent proposed conditions and future potential amendment impacts. KM IFTL_TPTOI143132004 -bttle RiverSWerdlauvlReportIMCNPI L Rile River MGIPAmendment.dow Page - iii July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study TABLE OF CONTENTS INTRODUCTION 1 DATA GATHERING 4 PROGRAMMED ROADWAY IMPROVEMENTS 6 Miami -Dade TPO Transportation Improvement Program 6 Miami -Dade TPO 2050 Long Range Transportation Plan 6 Florida Department of Transportation's (FDOT's) Work Program 7 AMENDMENT SITE TRAFFIC 8 Existing and Proposed Maximum Allowable Density 8 Trip Generation 9 Multimodal Factor 9 Net New Project Trips 9 Trip Distribution and Assignment 11 ROADWAY SEGMENT CAPACITY ANALYSIS 16 Existing (2025) Traffic Conditions 16 Short -Term (2028) Traffic Forecast 16 Long -Term (2045) Traffic Forecast 17 Level of Service Standards 17 Roadway Segment Analysis 18 CONCLUSION 25 K: VTL_TPT011431320M -Little River SwerdloWeportVACNPILIItle River MCNPAmendmen[.dorz Page - iv July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood P an Amendment Traffic Impact Study LIST OF FIGURES Figure 1: Project Location Map 3 Figure 2: P.M. Peak Hour Amendment Trip Distribution 12 Figure 3: City Maximum Short -Term (2028) P.M. Peak Hour Trip Assignment 13 Figure 4: City Maximum Long -Term (2045) P.M. Peak Hour Trip Assignment 14 Figure 5: Market -Driven Short -Term (2028) P.M. Peak Hour Trip Assignment 15 LIST OF TABLES Table 1: P.M. Peak Hour Trip Generation Calculations 10 Table 2: Cardinal Trip Distribution 11 Table 3: Level Of Service Standards 17 Table 4: P.M. Peak Hour Existing Traffic Conditions Roadway Segment Capacity Analysis 19 Table 5: P.M. Peak Hour Short -Term (Year 2028) Without Amendment Traffic Conditions Roadway Segment Capacity Analysis 20 Table 6: P.M. Peak Hour Long -Term (Year 2045) Without Amendment Traffic Conditions Roadway Segment Capacity Analysis 21 Table 7: P.M. Peak Hour City Maximum Short -Term (Year 2028) With Amendment Traffic Conditions Roadway Segment Capacity Analysis 22 Table 8: P.M. Peak Hour City Maximum Long -Term (Year 2045) With Amendment Traffic Conditions Roadway Segment Capacity Analysis 23 Table 9: P.M. Peak Hour Market -Driven Short -Term (Year 2028) With Amendment Traffic Conditions Roadway Segment Capacity Analysis 24 APPENDIX A: APPENDIX B: APPENDIX C: APPENDIX D: APPENDIX E: APPENDIX F: APPENDIX G: APPENDIX H: LIST OF APPENDICES Maximum Allowable Development Intensities Traffic Data Programmed Roadway Improvements Transit Route Information Trip Generation Calculations Cardinal Distribution Background Area Growth Rate Calculations Long -Term (2045) Volume Development and SERPM Validation ieRFTL_TPTOI143132004 -Little RlverSwerdiaw\ReportRMCNPILIttIe River MCRIPAmendment.do % Page - v July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study INTRODUCTION SG Manager, LLC is proposing to amend the Miami Comprehensive Neighborhood Plan (MNCP) for the approximate 106.45-acre properties located generally within the following three (3) sites: • Site 1 is generally bounded by NW 75th Street to the north, the existing rail line to the south, NW 3rd Avenue to the east, and NW 7th Avenue to the west. • Site 2 is generally bounded by NW 75th Street to the north, NW 71' Street to the south, N Miami Avenue to the east, and NW 3rd Avenue to the west. Additionally, a portion of Site 2 is also generally bounded by NW 75th Street to the north, NW 71st Street to the south, N Miami avenue to the east, and NE 1st Court to the west. • Site 3 is generally bounded by the existing rail line to the north, NE 71' Street to the south, NE 2nd Avenue to the east, and NE Miami Court to the west. Note that some additional properties included in this amendment are in outside of the boundaries of Sites 1 through 3. The existing properties within the amendment boundary currently feature maximum allowable densities providing for a mix of residential, office, commercial and industrial land uses. For purposes of the MCNP analysis, the City of Miami provided the existing maximum allowable density development plan as follows: • 1,104 high-rise multifamily units • 2,411 mid -rise multifamily units • 24,367,000 square feet of industrial uses • 1,174,000 square feet of office uses The proposed maximum allowable development program, as defined by City of Miami staff, consists of the following: • 11,506 high-rise multifamily units • 41,425,000 square feet of industrial uses • 3,325,000 square feet of office uses However, as these densities are not considered consistent with the expected development densities or mixes and appear to overestimate the maximum development program for each of the sites, a proposed market -driven alternative development program more consistent with expected development patterns in the area was prepared. Conceptual site plans for properties located within Sites 1, 2, and 3 were used to calculate the development programs for those areas. For the areas included in this MNCP amendment that fall outside of these site M IFL_IPTO1143132004 -Little RiverSwerdIO '\Repot\MCNPILIttIe River MCNP 4mendment.dow Page- 1 June 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study boundaries, a review of the development patterns for each site was performed to project the expected development for those areas. Based on input from the applicant, Site 2 was determined to have a development pattern, mix, and density more consistent with the amendment properties outside of Sites 1 through 3. Therefore, density rates were calculated for Site 2 and then applied to those additional acreages. Based on these calculations, the following market -driven development plan was determined for the entire amendment area: • 10,500 high-rise multifamily units • 1,160,000 square feet of retail uses • 440,000 square feet of office uses Kimley-Horn and Associates, Inc. has completed this traffic impact analysis for submittal to the City of Miami. This report summarizes amendment trip generation, project trip distribution, and capacity analyses. Analyses were prepared with the proposed maximum allowable development program as calculate by the City for informational purposes only as well as the market -driven alternative development program given that the alternative plan is considered more appropriate for the impact analysis. MIFTL IPT01143132004- Little FlyerSwerdiow\Report\MCNPILI[[le River MCJPAmendment.dow Page- 2 June 2025 •" "" - _; - t ...Ml�Liit"$15!�,t�t° a'.•�4Ft>•177 beF.n __ 11�. !W ,.lwc u m. :. t i+ _ = �'il•:fLY.ia! ...Ert p!'NM `*.- Rr�rr� k Kimley>>>Horn © 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk NOT TO SCALE Wig Site Locations Figure 1 Project Location Map Little River Redevelopment Miami, Florida Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study DATA GATHERING Data was gathered from the Miami -Dade County concurrency management system within the vicinity of the project along the following roadway segments: • NW 12th Avenue, south of NW 79th Street • SR 7/US 441/NW 7th Avenue, south of NW 116th Terrace • SR 7/US 441/NW 7th Avenue, south of NW 98th Street • SR 7/US 441/NW 7th Avenue, from NW 79th Street to NW 62nd Street • SR 7/US 441/NW 7th Avenue, north of NW 62nd Street • SR 7/US 441/NW 7th Avenue, south of NW 56th Street • SR 9/1-95, north of SR 934/NW 81st Street • NW 2nd Avenue, from NW 79th Street to NW 36th Street • N Miami Avenue, from NW 79th Street to NW 103rd Street • N Miami Avenue, from NW 79th Street to NW 36th Street • NE 2nd Avenue, from NE 86th Street to NE 103rd Street • NE 2nd Avenue, from NE 79th Street to NE 36th Street • SR 5/US-1, north of NE 71st Street • NE 82nd Street/NW 81st Street, west of 1-95 • NE 82nd Street/NW 81st Street, west of NE 3rd Place • NE 82nd Street/NW 81st Street, east of NE 7th Avenue • SR 934/NW 79th Street, east of SR 953/Le Jeune Road • SR 934/NW 79th Street, west of NW 27th Avenue • SR 934/NW 79th Street, from I-95/NW 7th Avenue to NW 13th Court • SR 934/NW 79th Street, west of NW 7th Avenue • SR 934/NE 79th Street, west of NE 4th Court • NW 62nd Street, from NW 7th Avenue to NW 17th Avenue • NW 62nd Street, from NW 2nd Avenue to NW 7th Avenue OFTL ZPTO\14313206f-bttle River SWerdlawlReportWOVK,ttIe R/Ver MOJP Amendment.dow Page- 4 July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study Miami -Dade County concurrency management system does not provide data along all roadways, therefore peak hour volumes for the following roadway segments were gathered from the Florida Department of Transportation (FDOT) synopsis data: • SR 9/1-95, south of NW 62nd Street • NW 2nd Avenue, south of NW 79th Street • N Miami Avenue, south of NW 79th Street • NE 2nd Avenue, north of NE 96th Street • NE 2nd Avenue, north of NE 71st Street • SR 5/US-1, north of SR 934/NE 79th Street • SR 934/NW 79th Street, east of Flamingo Way • NE 62nd Street, east of NE 4th Court • NE 62nd Street, east of NE 4th Avenue As the Miami -Dade County concurrency management system does not provide data along NE/NW 75th Street and NE 71st Street, turning movement counts were collected along these roadway segments to provide peak hour volume data as these roadways are expected to provide access to the sites. Detailed traffic data gathered from the Miami -Dade County concurrency management system, FDOT's Florida Traffic Online, and collected traffic counts is provided in Appendix B. OFTL ZPTO114313206f-bttle RiverSwerdiowlFeportVMCNPILittle klver MOIPAmendment..doIX Page- 5 July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study PROGRAMMED ROADWAY IMPROVEMENTS Local transportation plans were reviewed in order to gather information about planned and programmed transportation capacity improvements in the study area. The purpose of the plan review is to identify programmed capacity improvements for consideration in the analysis. The following transportation plans were examined as part of the background research. • Miami -Dade Transportation Planning Organization's (TPO) Transportation Improvement Program (TIP) • Florida Department of Transportation's (FDOT's) Five -Year Work Program • Miami -Dade County Transportation Planning Organization's (TPO) Long Range Transportation Plan (LRTP) Relevant information from these plans is summarized below. MIAMI-DADE TPO TRANSPORTATION IMPROVEMENT PROGRAM The Miami -Dade Transportation Improvement Program (TIP) specifies programmed improvements to be implemented within Miami -Dade County over the next five years. The most recent TIP is for fiscal years 2025 to 2029. Improvements identified in the TIP are characterized as Intermodal, Highway, Transit, Aviation, Seaport, and Non -Motorized. Based on the review of the Miami -Dade TPO TIP, SR 934/NE 79th Street and SR 934/NE 82nd Street are programmed for roadway improvements. Roadway improvements associated with SR 934/NE 79th Street and SR 934/NE 82nd Street were included as part of the long-term (2045) analysis. Improvement details are included in Appendix C. MIAMI-DADE TPO 2050 LONG RANGE TRANSPORTATION PLAN The Miami -Dade 2050 Long Range Transportation Plan (LRTP), adopted by the Miami -Dade County TPO, was developed to guide long-term transportation investments in Miami -Dade County. The LRTP focuses on the County's transportation infrastructure needs including roadways, transit facilities, bicycle facilities, pedestrian facilities, and other modes of transportation. Based on the review of Miami -Dade TPO's LRTP, SR 934/NE 79th Street are programmed for future multimodal corridor improvements which include a Tri-Rail/Metrorail Station. Therefore, an adopted level of service (LOS) of E+50% was assumed for roadways within the vicinity of the site as part of the long-term (2045) analysis. Improvement details are included in Appendix C. Note that SR 9/1-95 is also programmed for M IFTL ZPTO114313206f-bttle River SWerdlawlReportIMOWittIeR/Ver MOJP Amendment.dow Page- 6 July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study roadway improvements, however, it was not included as part of the long-term (2045) analysis as plans have not been finalized for this improvement. FLORIDA DEPARTMENT OF TRANSPORTATION'S (FDOT'S) WORK PROGRAM FDOT's Five Year Work Program specifies state regulated roadway improvements to be implemented over the next five (5) years (2025-2029). Based on the review of FDOT's Work Program, no capacity improvements are programmed in proximity to the site other than the changes listed above. KVTL ZPi01143132001-bttle RIverSWerdlav✓IRepotMCNPILittle Rlver MOJP Amendment.dow Page- 7 July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comp ehensive Neighborhood Plan Amendment Traffic Impact Study AMENDMENT SITE TRAFFIC Amendment site traffic is defined as the vehicle trips expected to be generated by the proposed amendment and the distribution and assignment of this traffic over the roadway network. EXISTING AND PROPOSED MAXIMUM ALLOWABLE DENSITY The existing properties within the amendment boundary currently feature maximum allowable densities providing for a mix of residential, office, commercial and industrial land uses. For purposes of the MCNP analysis, the City of Miami provided the existing maximum allowable density development plan as follows: • 1,104 high-rise multifamily units • 2,411 mid -rise multifamily units • 24,367,000 square feet of industrial uses • 1,174,000 square feet of office uses The proposed maximum allowable development program, as defined by City of Miami staff, consists of the following: • 11,506 high-rise multifamily units • 41,425,000 square feet of industrial uses • 3,325,000 square feet of office uses However, as these densities are not considered consistent with the expected development densities or mixes and appear to overestimate the maximum development program for each of the sites, a proposed market -driven alternative development program more consistent with expected development patterns in the area was prepared. Conceptual site plans for properties located within Sites 1, 2, and 3 were used to calculate the development programs for those areas. For the areas included in this MNCP amendment that fall outside of these site boundaries, a review of the development patterns for each site was performed to project the expected development for those areas. Based on input from the applicant, Site 2 was determined to have a development pattern, mix, and density more consistent with the amendment properties outside of Sites 1 through 3. Therefore, density rates were calculated for Site 2 and then applied to those additional acreages. Based on these calculations, the following market -driven development plan was determined for the entire amendment area: • 10,500 high-rise multifamily units • 1,160,000 square feet of retail uses • 440,000 square feet of office uses. Maximum allowable development program information is provided in Appendix A. M IFTL TPTOI143132004-bttle River SWerdiow0eportMNPILiMe River MGIP Amendment.do % Page- 8 July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study TRIP GENERATION Trip generation calculations for the proposed amendment were performed using the Institute of Transportation Engineer's (ITE's) Trip Generation Manual, 11th Edition. Trip generation for the existing maximum allowable development intensity was determined using ITE Land Use Code (LUC) 222 (Multifamily Housing [High -Rise]), LUC 221 (Multifamily Housing [Mid -Rise]), LUC 110 (General Light Industrial), and LUC 710 (General Office Building). Trip generation for the proposed maximum allowable development intensity was determined using ITE Land Use Code (LUC) 222 (Multifamily Housing [High -Rise]), LUC 820 (Shopping Center [>150k]), and LUC 710 (General Office Building). MULTIMODAL FACTOR It is expected that a portion of employees, patrons, residents, and visitors will choose to walk, bike or use public transit to and from the proposed amendment. Miami -Dade County Department of Transportation and Public Works (DTPW) provides seven (7) bus service routes (Routes 2, 9, 12, 21, 77, 79, 279) in the vicinity of the site. Based on the US Census data, 5.6 percent (5.6%), 19.7 percent (19.7%) and 21.0 percent (21.0%) were determined for the proposed amendment. However, to provide a conservative analysis, an average of 15.4 percent (15.4%) multimodal factor was applied. Note that as commuter rail was planned with a station located to the east of the site along the Florida East Coast (FEC) rail corridor, the 15.4 percent (15.4%) multimodal factor is expected to be a conservative reduction. Additionally, the multimodal reduction was only applied to trip generation rates within the "General Urban/Suburban" setting. Detailed route information and headway data is provided in Appendix D. NET NEW PROJECT TRIPS Table 1 summarizes the amendment's trip generation potential for the weekday P.M. peak hour. As shown in Table 1, the proposed maximum development program as calculated by the City is expected to result in 25,690 external trips, a net increase of 9,886 trips during the P.M. peak hour, and the market -driven development plan is expected to result in 3,307 external trips, a net reduction of 12,497 trips during the P.M. peak hour. Detailed trip generation calculations are included in Appendix E. Page- 9 July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study Table 1: P.M. Peak Hour Trip Generation Calculations Future Land Use (ITE Code) Scale Entering Trips Exiting Trips Net New External Trips Existing Maximum Allowable Deve opment Program - City Multifamily Housing (High -Rise) (222) 1,104 dwelling units 155 96 251 Multifamily Housing (Mid -Rise) (221) 2,411 dwelling units 466 298 764 General Light Industrial (110) 24,367,000 square feet 1,862 11,500 13,362 General Office Building (710) 1,174,000 square feet 241 1,186 1,427 Existing Maximum Development Potential 2,724 13,080 15,804 Proposed Maximum Allowable Development Program - City Multifamily Housing (High -Rise) (222) 11,506 dwelling units 1,144 402 1,546 General Light Industrial (110) 41,425,000 square feet 3,173 19,545 22,718 General Office Building (710) 3,325,000 square feet 242 1,184 1,426 Proposed Maximum Development Program 4,559 21,131 25,690 Market -Driven Development Program Multifamily Housing (High -Rise) (222) 10,500 dwelling units 708 233 941 Shopping Center (820) 1,160,000 square feet 1,173 1,063 2,236 General Office Building (710) 440,000 square feet 7 123 130 Market -Driven Development Program 1,888 1,419 3,307 Net Change (Proposed City - Existing City) Net New Vehicle Trips 1,835 8,051 9,886 Net Change (Market -Driven - Existing City) Net New Vehicle Trips -836 -11,661 -12,497 Short-term analysis is based on the proposed maximum development program as calculated by the City which generates 25,690 P.M. peak hour trips and the market -driven development plan which generates 3,307 P.M. peak hour trips. The long-term horizon analysis is typically based on the net change from existing to proposed maximum development program. As the market -driven development plan is expected to result in a reduction of 12,497 net new P.M. peak hour trips compared to the existing maximum development program, long-term analyses were prepared for background conditions and the proposed maximum development program as calculated by the City which generates an increase of 9,886 net new P.M. peak hour trips. M IFTL ZPTO114313206f- Little River SWerdiow0eportIMCNPILittle./Ver MOJP Amendment.dow Page - 10 July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comp ehensive Neighborhood Plan Amendment Traffic Impact Study TRIP DISTRIBUTION AND ASSIGNMENT The likely distribution of amendment traffic was forecast for the trips generated by the proposed redevelopment potential. The trip distribution was based on a cardinal trip distribution obtained from the TPO's 2045 LRTP Directional Trip Distribution Report for the amendment site's traffic analysis zone (TAZ 198) and a select -zone analysis performed using the Florida Standard Urban Transportation Model Structure (FSUTMS) Southeast Florida Regional Planning Model (SERPM). The project site is within four (4) TAZ's which were averaged for the analysis. The average cardinal trip distribution for TAZ 406, 435, 436, and 437 is provided in Table 2. Table 2: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 16% East -Northeast 5% East -Southeast 5% South -Southeast 14% South -Southwest 19% West -Southwest 18% West -Northwest 11% North -Northwest 12% Tota I 100% Figure 2 illustrates the amendment trip distribution. Figure 3 illustrates the city maximum short-term (2028) horizon trip assignment (proposed maximum development potential trips) along the study area roadway segments during the P.M. peak hour. Figure 4 illustrates the city maximum long-term (2045) horizon trip assignment (net maximum development trips) along the study area roadway segments during the P.M. peak hour. Figure 5 illustrates the market -driven short-term (2028) horizon trip assignment (proposed market -driven potential trips) along the study area roadway segments during the P.M. peak hour. The detailed trip distribution from the cardinal distribution and FSUTMS SERPM model is included in Appendix F. MVTL IPi0114313206f- Little Al Rlver MOJP Amendment.dow Page - 11 July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk NW 82nd Street Kimley>>> Horn © 2025 Figure 2 Market Driven Project Trip Distribution Map SG Little River MCNP Amendment Miami, Florida Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk NW 82nd Street Kimley>>> Horn © 2025 NW 62nd Street Figure 5 Market Driven Project Trip Assignment Map SG Little River MCNP Amendment Miami, Florida Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>> Horn © 2025 NW 62nd Street Figure 3 City Maximum Short -Term Project Trip Assignment Map SG Little River MCNP Amendment Miami, Florida Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>> Horn © 2025 ft-A3 NOT TO SCALE NW 62nd Street Figure 4 City Maximum Long -Term Project Trip Assignment Map SG Little River MCNP Amendment Miami, Florida Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study ROADWAY SEGMENT CAPACITY ANALYSIS The existing and future conditions of the surrounding roadway network were examined for the P.M. peak hour during existing (2025), short-term horizon (2028), and long-term (2045) planning horizon years. The amendment's impact on roadway segments was examined using (a) the proposed maximum development program as calculated by the City and (b) the market -driven development plan. EXISTING (2025) TRAFFIC CONDITIONS Existing traffic data was gathered for the study roadway segments as previously discussed. Roadway segment capacities were calculated using FDOT's 2023 Multimodal QLOS Handbook. SHORT-TERM (2028) TRAFFIC FORECAST The short-term horizon analysis was based on the proposed maximum development program as calculated by the City which generates 25,690 P.M. peak hour trips and the market -driven development plan which generates 3,307 P.M. peak hour trips. Short-term growth on the area's roadways was determined based on (a) historical growth trends at nearby FDOT traffic count stations and (b) traffic volume comparisons from the year 2015 and 2045 FSUTMS SERPM. The historical growth rate analysis examined linear, exponential, and decaying exponential growth rates for the most recent five (5) and 10-year periods. Note that these calculations did not include the atypical volumes from 2020 and 2021 but rather interpolated volumes for those years using data from 2019 and 2022. The linear growth trend yielded a growth rate of 0.09 percent (0.09%) over the most recent five (5) year period and 0.65 percent (0.65%) over the most recent 10-year period. The exponential growth trend yielded a growth rate of negative 0.15 percent (-0.15%) over the most recent five (5) year period and 0.51 percent (0.51%) over the most recent 10-year period. The decaying exponential growth trend yielded a growth rate of negative 0.01 percent (-0.01%) over the most recent five (5) year period and 0.69 percent (0.69%) over the most recent 10-year period. The calculated growth rate with the highest R2 value was determined to be the five (5) year exponential growth trend which yielded a growth rate of negative 0.15 percent (-0.15%). Based on the volume information obtained from the years 2015 and 2045 FSUTMS SERPM, an annual growth rate of 1.74 percent (1.74%) in the vicinity of the amendment was calculated. M IFTL_TPTOI143132004 -bttle River Swerdiow0eportMNPILiMe River MOJP Amendment.dow Page - 16 July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study To provide a conservative analysis, the higher growth rate of 1.74 percent (1.74%) was applied annually to existing traffic volumes for short-term (2028) background conditions. Additionally, the trips expected in future years as part of committed developments in the area as identified within the Miami -Dade County concurrency tables were included to provide a conservative analysis. Detailed growth calculations are contained in Appendix G. LONG-TERM (2045) TRAFFIC FORECAST The long-term horizon analysis is typically based on the net change from existing to proposed maximum development program. As the market -driven development plan is expected to result in a reduction of 12,497 net new P.M. peak hour trips compared to the existing maximum development program, long-term analyses were prepared for background conditions and the proposed maximum development program as calculated by the City which generates an increase of 9,886 net new P.M. peak hour trips. Long-term (2045) horizon volumes were determined based on the 2045 volumes from the FSUTMS SERPM. Volumes from the SERPM were validated based on historical AADT volumes from FDOT count stations, if available. A K-factor of 9.0 was applied to the validated 2045 AADT volumes to determine the long-term (2045) P.M. peak hour traffic volumes for the study roadway segments with the exception of 1-95, for which a K-factor of 8.0 was applied. For locations where validated 2045 volumes were less than existing peak season volumes, a growth rate of 1.74 percent (1.74%) was applied to existing traffic volumes for 2045 conditions. A summary of the long-term (2045) traffic volumes and SERPM validation are provided in Appendix H. LEVEL OF SERVICE STANDARDS The results of the roadway segment analyses were compared against the established level of service (LOS) standards to determine the adequacy of traffic performance. Table 3 provides the minimum LOS standards used for the study roadway segments. Table 3: Level of Service Standards Roadway Maintaining Agency Applicable Level of Service Target City of Miami (CoM) E Miami -Dade County (MDC) Roads within the Urban Infill Area (UIA) with mass transit service with 20 min or less headways E+20% Parallel roads within the Urban Infill Area (UTA) with extraordinary transit such as rapid transit or premium bus service E+50% FDOT (SIS and Non-SIS) D MIFTL ZPTO114313200f-bttle RiverSWerdlawlReportIMCNPILIttIe R/Ver MCNPAmendment..doIX Page - 17 July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study ROADWAY SEGMENT ANALYSIS Tables 4 through 9 provide a summary of the P.M. peak hour roadway segment analysis for existing traffic (year 2025), short-term (year 2028) without amendment traffic, long-term (year 2045) without amendment traffic, city maximum short-term (year 2028) with amendment traffic, city maximum long- term (year 2045) with amendment traffic, and market -driven short-term (year 2028) with amendment traffic conditions. For the purposes of this analysis, a significantly impacted roadway segment is defined as a segment where the amendment contributes more than five percent (5%) of the segment's capacity. An adversely impacted roadway segment is defined as operating below the segment's adopted level of service as a result of the assignment of amendment traffic. The results of the market -driven alternative development program analysis, consistent with expected future development patterns in the area, indicate that no study roadway segments are expected to be adversely impacted by the project. At the City's request, the results of the proposed maximum development program, as calculated by the City, indicate that 13 of the 39 study roadway segments are expected to be adversely impacted. However, given that the maximum development program was considered inconsistent with expected future development patterns within the amendment area, the market -driven alternative analysis is expected to more accurately represent proposed conditions and future potential amendment impacts. M IFTL ZPTO1143132001-bttle RiverSwerdiowlReportIMCNPILittle Rlver MOIPAmendment..doIX Page - 18 July 2025 Kimley>>>Horn Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Mon, Comprehensive Neighborhood Flan Amendment Traffic Impact Study Table 4: P.M. Peak Hour Existing Traffic Conditions Roadway Segment Capacity Analysis Station Roadway Segment Facility Type Nl Maintaining Agency Adopted LOS Standard Raw Existing 2025 Volumes PSCF Existing 2025 PM Peak Hour Peak Season Volumes LOS C Standard Volume ft" LOS D Standard Volume I8 LOS E Standard Volume 4" Adopted LOS Standard Volume 8sl Existing PM Peak Hour Level of Service From To 9354 NW12th Avenue south NW 79th Street 4LUu1 MDC Er50% 1155 - 1,155 1,881 2,779 3,138 4,707 C 5014 SR 7/U5441/NW 7th Avenue South of NW 116th Terrace 4LDu1 FDOF D 2051 - 2,051 2,200 3,250 3,670 3,250 C 235 South of NW 98th Street 4LDa1 FDOF D 2144 - 2,144 2,310 3,413 3,854 3,413 C 9338 NW79thStreet I NW62nd5treet 4LUai FDOT D 791 - 791 2,090 3,088 3,487 3,088 C 5144 North of NW 62nd Street 4LUa1 FDOT D 1887 - 1,887 2,090 3,088 3,487 3,088 [ 5141 South of NW 56th Street 4LUai FDOT D 2128 1.06 2,256 2,090 3,088 3,487 3,088 0 2036 SR9/IAS North of SR 934/NW 81st Street 10L01 FDOT-SIS D 11811 - 11,811 13,461 16,590 17,483 16,590 C 2553 South of NW 62nd Street 10L01 FDOT-SIS D 11467 1.06 12,155 13,461 16,590 17,483 16,590 C 8338 NW2nd Avenue South of NW 79th Street 2LU81 CoM E 639 1A7 684 * 1,422 1944 1,944 C 9322 NW79th Street NW36th Street 2LU81 CoM E 1144 - 1,144 * 1,422 1,944 1,944 C South of NW 54th Street 2LU81 CoM E 1144 - 1,144 * 1,422 1,944 1,944 [ 9312 NMami Avenue NW 79th Street I NW 103rd Street 4104 MDC Et50% 1408 - 1,408 1,881 2,779 3,138 4,707 [ 8269 South NW 79th Street 4LU4 MDC Et50% 1975 105 2,074 1,881 2,779 3,138 4,707 D 9310 NW 79th Street I NW 36th Street 4L10 MDC Et50% 1871 - 1,871 1,881 2,779 3,138 4,707 C South of NW 54th Street 4LUo1 MDC Et50% 1871 - 1,871 1,881 2,779 3,138 4,707 C 8351 NE 2nd Avenue North of NE 96th Street 4LUp1 MDC Et20% 751 1A2 766 1,975 2,918 3,295 3,954 C 9280 NE 86th Street NE 103rd Street 4L091 MDC Et20% 1381 - 1,381 1,975 2,918 3,295 3,954 C 9278 NE79thStreet NE36thStreet 4LUu1 MDC Et50% 963 - 963 1,881 2,779 3,138 4,707 C 8707 North of NE 71st Street 4LUR1 MDC P50% 1206 1.05 1,266 1,881 2,779 3,138 4,707 C 5068 SRSNS-1 North ofNE79 hStreet/SR934 4LUb1 FDOT D 2940 1116 3,116 2,090 3,088 3,487 3,088 E 5065 North of NE 71st Street 4L11b1 FDOT D 2439 - 2,439 2,090 3,088 3,487 3,088 0 9488 NE82nd Street/NW 81st Street West ofl-95 2LUo01 FDOF D 1018 - 1,018 1,386 2,048 2,312 2,048 C 105 West of NE 3rd Place 2LUa01 FDOF D 1405 - 1,405 1,386 2,048 2,312 2,048 0 103 East of NE 7th Avenue 2LU1101 FDOF D 1289 - 1,289 1,386 2,048 2,312 2,048 C 2547 SR934/NE/NW 79th Street East of Flamingo Way 4LDa1 FDOF D 1182 1.11 1,312 2,200 3,250 3,670 3,250 C 537 East OfSR953/Le Jeune Road 4LDa1 FDOF D 1432 - 1,432 2,200 3,250 3,670 3,250 C 538 West of NW 27th Avenue 4LDu1 FDOF D 2159 - 2,159 2,200 3,250 3,670 3,250 C 9486 I-95/NW7th Avenue I NW13th Court 4LUf1 FDOF D 684 - 684 2,090 3,088 3,487 3,088 C 547 West of NW 7th Avenue 4LUb1 FDOT D 1882 - 1,882 2,090 3,088 3,487 3,088 C 104 West of NE 4th Court 4LU0.�1 FDOT D 1795 - 1,795 2,233 3,278 3,677 3,278 [ 002(1MC) NE/NW 75th Street West of NW 7th Avenue 2LU05 CoM E 196 1A8 212 * 1,138 1,555 1,555 [ 003 (rMC) West of NW 2nd Avenue 2LUoal COM E 255 108 275 1,138 1,555 1,555 C 009(TMC) West of Miami Avenue 2LUoa1 CoM E 317 1.08 342 * 1,138 1,555 1,555 C 005(TMC) West of NE 2nd Avenue 2LUo'1 CoM E 294 1A8 318 * 1,138 1,555 1,555 C 001(TMC) NE71st Street West of NE 2nd Avenue 2LUa1 CoM E 544 1A3 560 * 1,422 1,944 1,944 C 9464 NE/NW 62nd Street NW7th Avenue NW17th Avenue 4LDos1 MDC Et20% 1378 - 1,378 1,980 2,925 3,303 3,964 C 9462 NW 2nd Avenue NW 7th Avenue 4LDos1 MDC Et20% 2157 - 2,157 1,980 2,925 3,303 3,964 D 7096 East of NE 4th Court 2LUu01 MDC P20% 348 1A6 369 1,188 1,755 1,982 2,378 C 8627 East of NE 4th Avenue 2LUOO1 MDC E*20% 321 1113 331 1,188 1,755 1,982 2,378 C Notes: (1) 2LU-Two-lane undl Ided, 4LU-Four-lane undlvlded, 4LD-Four-I ne Muffled, 10L-Ten-lane (2) Based on FDOT C4-Urban General four -lane, undlvlded roadway, on -state Ignallzed with exclusive left -turn lanes. (3) Based on FDOT C4-Urban General four -lane, Muffled roadway (4)Based on FDOT C4-U rban General four -lane, Muffled roadway wit exclusive right -turn lanes. (5) Based on FDOT C4-urban General four -lane, undlvlded roadway. (6) Based on FDOT C4-U rban General four -lane, undlvlded roadway with exclusive left -turn lanes. (7) Based on FDOT Core Urbanized ten -lane freeway with ramp metering. (8) Based on FDOT C4-Urban General two-lane, undlvlded roadway, non -state signalized with exclusive left -turn lanes. (9) Based on FDOT C4-Urban General four -lane, undlvlded roadway, non -state signalized with exclusive left and right turn lanes. (10) Based on FDOT C4-Urban General two-lane, undlvlded roadway, adjusted for one-way traffic with exclusive right -turn lanes. (11) Based on FDOT C5-Urban Center four -lane, undlvlded roadway with exclusive left -turn lanes. (12) Based on FDOT C4-Urban General two-lane, undlvlded roadway, nor -state signalized with no exclusive left -turn lanes. (13) Based on FDOT C4-Urban General four -lane, dlvlded roadway, non -state signalized. (14) Based on FDOT C4-Urban General two-lane, undlvlded roadway, nor -state signalized adjusted for One -Way traffic. (15) Based on FDOT 2023 Quality/Level of Service Handbook KaFT TPT01,13etie Rwerave,mati,e0 MwPv Rtier MOP Amend mentdoa Page -19 July 2025 Kimley>>>Horn Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Table 5: P.M. Peak Hour Short -Term (Year 2028) Without Amendment Traffic Conditions Roadway Segment Capaci y Analysis Mon, Comprehensive Neighborhood Plan AmendmentTafflc Impact Study Station Roadway Segment Facility TYPe61 Maintaining Agency Adopted LOS Standard Existing 2025 PM Peak Hour Peak Season Volumes Growth Rate Short -Term (2028) Horizon Background Volumes Committed Development Traffic 4S) Short -Term (2028) Horizon Background Volumes LOS C Standard Volume Gel LOS D Standard Volume 46) LOS E Standard Volume Gel Adopted LOS Standard Volume "IPeak Short -Term (2028) Horizon Background PM Hour Level of Service From To 9354 NW12th Avenue South NWJ9th Street 4LU. WIC E+50% 1,155 1.74% 1,216 90 1,306 1,881 2,779 3,13E 4,707 C 5014 SRJ/US441/NW7th Avenue South of NW 116th Terrace 4L0. F00T 0 2,051 1.74% 2,160 43 2,203 2,200 3,250 3,670 3,250 0 235 South of NW 98th Street 4LEI. F00T 0 2,144 1.74% 2,25E 139 2,397 2,310 3,413 3,854 3,413 0 933E NWJ9th Street NW 62nd Street 4LU. F00T 0 791 1.74% 833 12 845 2,090 3,08E 3,4E7 3,08E C 5144 North of NW 62nd Street 4LU"' F00T 0 1,EE7 1.74% 1,9E7 7 1,994 2,090 3,08E 3,4E7 3,08E C 5141 South of NW 56th Street 4LU. F00T 0 2,256 1.74% 2,375 0 2,375 2,090 3,08E 3,4E7 3,08E 0 2036 SR 9/I-95 North of SR934/NW81st Street 1001' F00T-SIS 0 11,811 1.74% 12,43E 0 12,43E 13,461 16,590 17,483 16,590 C 2553 South of NW 62nd Street 100'F00T-SIS 0 12,155 1.74% 12,901 0 12,901 13,461 16,590 17,493 16,590 C 8338 NW 2nd Avenue South of NWJ9th Street 2LU�8� CoM E 684 1.74% 720 0 720 1,422 1,944 1,944 C 9322 NWJ9th Street 1 NW36th Street 2LU. CoM E 1,144 1.74% 1,205 1 1,206 * 1,422 1,944 1,944 C South of NW 54th Street 2LU. CoM E 1,144 1.74% 1,205 1 1,206 * 1,422 1,944 1,944 C 9312 N Miami Avenue NWJ9th Street 1 NW 103rd Street 4LUr`, MOC E+50% 1,40E 1.74% 1,483 10 1,493 1,881 2,779 3,13E 4,707 C 8269 South NW 79th Street 4LU. WIC E+50% 2,074 1.74% 2,184 0 2,184 1,881 2,779 3,13E 4,707 0 9310 NW J9th Street 1 NW 36th Street 4LU. WIC E+50% 1,E71 1.74% 1,970 2 1,972 1,EE1 2,779 3,13E 4,707 0 South of NW 54th Street 4LU. MOC E+50% 1,E71 1.74% 1,970 2 1,972 1,EE1 2,779 3,13E 4,7O7 0 E351 NE2nd Avenue North of NE 96th Street 4LU. WIC E+20% 766 1.74% 807 0 807 1,975 2,91E 3,295 3,954 C 9280 NE86th Street NE103rd Street 4LU. MOC E+20% 1,381 1.74% 1,454 6 1,460 1,975 2,91E 3,295 3,954 C 927E NE79th Street NE36th Street 4LU. WIC E+50% 963 1.74% 1,014 0 1,014 1,881 2,779 3,13E 4,707 C 8707 North of NE71st Street 4LU. MOC E+50% 1,266 1.74% 1,334 0 1,334 1,881 2,779 3,13E 4,707 C 506E SRS/US1 North of NEJ9th Street/SR934 4LU. F00T 0 3,116 1.74% 3,282 0 3,282 2,090 3,08E 3,487 3,08E E 5065 North of NE71st Street 4LU. F00T 0 2,439 1.74% 2,569 0 2,569 2,090 3,08E 3,487 3,08E 0 948E NEE2nd Street/NW81st Street West ofl95 2LU.' F00T 0 1,01E 1.74% 1,072 2 1,074 1,386 2,04E 2,312 2,04E C 105 West of NE3rd Place 2LU"0' F00T 0 1,405 1.74% 1,480 8 1,48E 1,386 2,04E 2,312 2,04E 0 103 East of NE 7th Avenue 2LU.' F00T 0 1,289 1.74% 1,357 0 1,357 1,386 2,04E 2,312 2,04E C 2547 SR934/NE/NW 79th Street East of Flamingo Way 4L0. F00T 0 1,312 1.74% 1,382 0 1,382 2,200 3,250 3,670 3,250 C 537 East of SR953/Le leune Road 4L0. F00T 0 1,432 1.74% 1,50E 308 1,816 2,200 3,250 3,670 3,250 C 53E West of NW 27th Avenue 4L0. F00T 0 2,159 1.74% 2,274 384 2,65E 2,200 3,250 3,670 3,250 0 9486 I95/NWJth Avenue I NW13th Court 4LU. F00T 0 694 1.74% 720 11 731 2,090 3,08E 3,487 3,08E C 547 West of NW 7th Avenue 4LU. F00T 0 1,882 1.74% 1,982 100 2,082 2,090 3,08E 3,487 3,08E C 104 West of NE4th Court 4LU,', F00T 0 1,795 1.74% 1,890 0 1,890 2,233 3,27E 3,677 3,27E C 002(TMC) NE/NW JSth Street West of NW 7th Avenue 2LU.' CoM E 212 1.74% 223 0 223 * 1,13E 1,555 1,555 C 003 (TMC) West of NW 2nd Avenue 2LU.' CoM E 275 1.74% 290 0 290 * 1,13E 1,555 1,555 C 004 (TMC) West of N Miami Avenue 2LU.' CoM E 342 1.74% 361 0 361 * 1,13E 1,555 1,555 C 005(TMC) West of NE2ntl Avenue 2LU.' CoM E 318 1.74% 334 0 334 * 1,13E 1,555 1,555 C 001(TMC) NE71st Street West of NE2ntl Avenue 2LU. CoM E 560 1.74% 590 0 590 * 1,422 1,944 1,944 C 9464 NE/NW 62nd Street NW 7th Avenue NW 17th Avenue 4LIP3' MOC E+20% 1,37E 1.74% 1,451 36 1,487 1,980 2,925 3,303 3,964 C 9462 NW 2nd Avenue NW 7th Avenue 4LIP3' WIC E+20% 2,157 1.74% 2,272 J 2,279 1,980 2,925 3,303 3,964 0 7096 East of NE4th Court 2LU.' WIC E+20% 369 1.74% 388 0 388 1,18E 1,755 1,982 2,37E C 8627 East of NE 4th Avenue 2LU'" WIC E+20% 331 1.74% 348 0 349 1,18E 1,755 1,982 2,37E C Notes ) 2LU-Two-lane undlvlded, 4LU -Four-lane andhided, 4LD-Four-lane dvided, 101-Ter-lane 2) Based on FDOT C4-Urban General four -lane, undlvlded roadway, non -state mg allzed with exclusive left -turn lanes. 3) Based on FDOT C4-Urban General four -lane, dlvlded roadway 4) Based on FDOT C4-Urban General four -lane, divided roadway with exclusive right -turn lanes. 5) Based on FDOT C4-Urban General four -lane, undlvlded roadway. 6) Based on FDOT C4-U rba n General four -lane, undivided roadway with exclusive left -turn lanes. 7) Based on FDOT Core Urbanized ten -lane freeway with ramp metering. 8) Based on FDOT C4-Urban General two-lane, undivided roadway, non -state signalized with exclusive left -turn lanes. 9) Based on FDOT C4-Urban General flour -lane, undivided roadway, non -state signalized with exclusive left and right turn lanes. 10) Based on FDOT C4-Urban General two-lane, undivided roadway, adjusted for one-way traffic with exclusive right -turn lanes. 11) Based on FDOT C5-Urban Center four -lane, undivided roadway with exclusive left -turn lanes. 12) Based on FDOT C4-Urban General two-lane, undlvlded roadway, non -state signalized with no exclusive left -turn lanes. 13) Based on FDOT C4-Urban General four -lane, dlvlded roadway, non -state signalized. 14) Based on FDOT C4-Urban General two-lane, undivided roadway, non -state sign lized adjusted for one-way traffic. (15) Gathered from the Miami -Dade County concurrency management system. 16) Based on FDOT 2023 Quality/Level of Service Handbook KaFT TPT01,131 mleRwerswe,matiiRepomma, L.e Rwer PAmend mentdoa Page -20 July 2025 Kimley>>>Horn Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Mon, Comprehensive Neighborhood Plan Amendment Traffic Impact Study Table 6: P.M. Peak Hour Long -Term (Year 2045) Without Amendment Traffic Conditions Roadway Segment Capacity Analysis Station Roadway Segment Facility tl1 Type Maintaining Agency Adopted LOS Standard Existing PM Peak Hour Peak Season Volumes Long -Term (2045) Horizon Background Volumes pal LOS C Standard Volume pal LOS D Standard Volume pal LOS E Standard Volume pal Adopted LOS Standard Volume Sal Long -Term (2045) Horizon Background PM Peak Hour Level of Service From To 9354 NW 12th Avenue South NW 79th Street 4LUPI MDC 1*50% 1,155 1,644 1,881 2,779 3,138 4,707 C 5014 SR 7/U5441/NW 7th Avenue South of NW 116th Terrace 4LDPI FDOT D 2,051 3,801 2,200 3,250 3,670 3,250 F 235 South of NW 98th Street 4LDPI FDOT D 2,144 3,757 2,310 3,413 3,854 3,413 E 9338 NW79th Street I NW62nd Street 4LUPI FDOT D 791 2,829 2,090 3,088 3,487 3,088 D 5144 North of NW 62nd Street 4LUPI FDOT D 1,887 3,034 2,090 3,088 3,487 3,088 D 5141 South of NW 56th Street 4LUal FDOT D 2,256 3,182 2,090 3,088 3,487 3,088 E 2036 SR9/IAS North of SR 934/NW 81st Street 100 FDOT-SIS D 11,811 17,844 13,461 16,590 17,483 16,590 F 2553 South of NW 62nd Street 100 FDOT-SIS D 12,155 16,489 13,461 16590 17,483 16,590 D 8338 NW2nd Avenue South of NW 79th Street 2LUal CoM E 684 546 * 1,422 1,944 1,944 C 9322 NW79th Street I NW36th Street 2LUP1 CoM E 1,144 1,542 * 1,422 1,944 1,944 C South of NW 54th Street 2LUR1 CoM E 1,144 1,542 * 1,422 1,944 1,944 C 9312 NMiami Avenue NW79th Street I NW103rd Street 4LU14 MDC Ev50% 1,408 1,994 1,881 2,779 3,138 4,707 D 8269 South NW 79th Street 4LUPI MDC 0*50% 2,074 2,385 1,881 2,779 3,138 4,707 0 9310 NW79th Street I NW36th Street 4LUPI MDC 1*50% 1,871 2,522 1,881 2,779 3,138 4,707 D South of NW 54th Street 4LUPI MDC 1*50% 1,871 2,522 1,881 2,779 3,138 4,707 D 8351 NE2nd Avenue North ofNE96th Street 4LUPI MDC 0*20% 766 1,198 1,975 2,918 3,295 3,954 C 9280 NE86th Street NE103rd Street 4LUn1 MDC Ev20% 1,381 1,862 1,975 2,918 3,295 3,954 C 9278 NE79th Street NE36th Street 4LU0.1 MDC Ev50% 963 1,247 1,881 2,779 3,138 4,707 C 8707 North ofNE71st Street 4LUPI MDC 1*50% 1,266 1,754 1,881 2,779 3,138 4,707 C 5068 585/US-1 North of NE79th Street/SR 934 4LUal FDOT D 3,116 4,539 2,090 3,088 3,487 3p88 F 5065 North ofNE71st Street 4LUPI FDOT D 2,439 4,502 2,090 3,088 3,487 3,088 F 9488 NE 82nd Street/NW 81st Street West of1-95 2LU1a1 FDOT D 1,018 1,279 * 1,659 2,268 1,659 C 105 West of NE 3rd Pla ce 2LUP01 FDOT D 1,405 2,085 * 1,659 2,268 1,659 C 103 East ofNE7th Avenue 2LUP01 FOOT 0 1,289 1,681 * 1,659 2,268 1,659 C 2547 SR934/NF/NW 79th Street East of Flaming Way 4LDPI FDOT D 1,312 1,945 2,200 3,250 3,670 3,250 C 537 East ofSR 953/Le Jeune Road 4LDPI FDOT D 1,432 2,516 2,200 3,250 3,670 3,250 D 538 West of NW 27th Avenue 4LDPI FDOT D 2,159 3,378 2,200 3,250 3,670 3,250 E 9486 I-95/NW 7th Avenue I NW 13th Court 4LUF1 FDOT D 684 2,350 2,090 3,088 3,487 3,088 D 547 West of NW 7th Avenue 4LU61 FDOT 0 1,882 2,727 2,090 3,088 3,487 3,088 D 104 West of NE 4th Court 4LUP'I FDOT D 1,795 3,370 2,233 3,278 3,677 3,278 E 002(fMC) NE/NW 75th Street West of NW 7th Avenue 2LUP'I CoM E 212 922 * 1,138 1,555 1,555 C 003(TMC) West of NW 2nd Avenue 2LUP'I CoM E 275 267 * 1,138 1,555 1,555 C 004(TMC) West of Miami Avenue 2LU121 CoM E 342 348 * 1,138 1,555 1555 C 005(TMC) West of NE 2nd Avenue 2LU1�1 CoM E 318 431 * 1,138 1,555 1555 C 001(TMC) NE71st Street West of NE 2nd Avenue 2LUal CoM E 560 1,017 * 1,422 1,944 1,944 C 9464 NE/NW 62nd Street NW7th Avenue NW17th Avenue 4LDP'I MDC 1*20% 1,378 2,182 1,980 2,925 3,303 3,964 D 9462 NW2nd Avenue NW7th Avenue 4LDP'I MDC 1*20% 2,157 3,070 1,980 2,925 3,303 3,964 E 7096 Fast of NE 4th Court 2LU1vl MDC H20% 369 481 1,188 1,755 1,982 2,378 C 8627 East of NE 4th Avenue 2LUI'•1 MDC 0*20% 331 446 1,188 1,755 1,982 2,378 C Notes: (1) 2LU - Two-lane undlvlded, 4LU-Four-lane undlvlded, 4LD-Four-la edlvlded 101 -Ten-lane (2)Based on FDOT C4-U rban General four -lane, undlvlded roadway, non -state si na hied with xclusive left -turn lanes. (3) Based on FDOT C4-Urban General four -lane, dlvlded roadway (4) Based on FDOT C4-Urban General four -lane, dlvlded roadway with exclusive Ight-turn lanes. (5) Based on FDOT C4-urban General four -lane, undlvlded roadway. (6) Based on FDOT C4-U rban General four -lane, undlvlded roadway wi h exclusive left -turn lanes. (7) Based on FDOT Core Urbanized ten -lane freeway with ramp metering. (8) Based on FDOT C4-Urban General two-lane, undlvlded roadway, non -state si Honied with exclusive left -turn lanes. (9)Based on FDOT C4-U rban General four -lane, undlvlded roadway, non -state si na hied with exclusive left and right turn lanes. (10)Based on FDOT C4-U rban General two-lane, undlvlded roadway, adjusted f r -way traffic with exclusive right -turn lanes. (11) Based on FDOT C5-Urban Center four -lane, undlvlded roadway with exclusive left -turn lanes. (12) Based on FDOT C4-Urban General two-lane, undlvlded roadway, nor -state gnallzed with no exclusive left -turn lanes. (13) Based on FDOT C4-Urban General four -lane, dlvlded roadway, non -state mg allied. (14) Based on FDOT C4-Urban General two-lane, undlvlded roadway, nor -state gnallzed adjusted for one-way traffic. (15) 2045 volumes obtained from the SERPM were validated based on historic AADT volumes from FDOT count stations If evadable. (16) Based on FDOT 2023 Quality/Level of Service Handbook KaFT TPT01,131 mie Rwerave,mati,e0 MwPv Rtier MOP Amend , moo Page -21 July 2025 Kimley>>>Horn Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study Table 7: P.M. Peak Hour City Maximum Short -Term (Year 2028) With Amendment Traffic Conditions Roadway Segment Capacity Analysis Station Roadway Segment Facility Typenl Maintaining Agency Adopted LOS Standard Short -Term (2028) Horizon Background Volumes Amendment Peak Hour Distribution % Amendment Peak Hour Assignment Short -Term (2028) Horizon Total Volumes Amendment Traffic Contribution 4s, 5% Significance Test LOS C Standard Volume 4gi LOS D Standard Volume 4gi LOS E Standard Volume na) Adopted LOS Standard Volume ns) Short -Term (2028) Horizon Total PM Peak Hour Level of Service Adverse Impact? From To 9354 NW12th Avenue South NW 79th Street 4LU. MOC E+50% 1,306 2% 514 1,820 10.92% Yes 1,881 2,779 3,13E 4,707 C No 5014 SR 7/US441/NW 7th Avenue South of NW 116th Terrace 4Lo"' FOOT D 2,203 4% 102E 3,231 31.62% Yes 2,200 3,250 3,670 3,250 D No 235 South of NW 98th Street 4LO. FOOT D 2,397 E% 2055 4,452 60.23% Yes 2,310 3,413 3,854 3,413 F Ves 933E NW79th Street I NW62nd Street 4LU"' FOOT D 845 7% 179E 2,643 58.24% Yes 2,090 3,08E 3,487 3,08E D No 5144 North of NW 62nd Street 4LU. FOOT D 1,994 5% 1285 3,279 41.60% Yes 2,090 3,08E 3,487 3,08E E Ves 5141 South of NW 56th Street 4LU. FOOT D 2,375 4% 102E 3,403 33.28% Yes 2,090 3,08E 3,487 3,08E E Ves 2036 SR 9/I-95 North of SR934/NW81st Street 100' FOOT-SJS O 12,438 9% 2312 14,750 13.94% Yes 13,461 16,590 17,483 16,590 O No 2553 South of NW 62nd Street 100' FDOT-SIS D 12,901 14% 3597 16,39E 21.69% Yes 13,461 16,590 17,493 16,590 D No 8338 NW 2nd Avenue South of NW 79th Street 2LU CoM E 720 21% 5395 6,115 277.52% Yes * 1,422 1,944 1,944 C No 9322 NW79th Street I NW36th Street 2LU"' CoM E 1,206 37% 9505 10,711 488.96% Yes * 1,422 1,944 1,944 C No South of NW 54th Street 2LU" CoM E 1,206 2% 514 1,720 26.43% Yes * 1,422 1,944 1,944 C No 9312 N Miami Avenue NW79th Street I NW 103rd Street 4LU"' MXC E+50% 1,493 6% 1541 3,034 32.75% Yes 1,881 2,779 3,13E 4,707 E No 8269 South NW 79th Street 4LU«' MXC E+50% 2,184 7% 179E 3,982 38.21% Yes 1,881 2,779 3,13E 4,707 E+26.9% No 9310 NW 79th Street I NW 36th Street 4LU2' MX E+50% 1,972 19% 4EE1 6,E53 103.70% Yes 1,EE1 2,779 3,13E 4,707 F Ves South of NW 54th Street 4LU«' MaC E+50% 1,972 6% 1541 3,513 32.75% Yes 1,EE1 2,779 3,13E 4,7O7 E+12% No 8351 NE 2nd Avenue North of NE96th Street 4LU"' MXC E+20% 807 5% 1285 2,092 32.49% Yes 1,975 2,91E 3,295 3,954 D No 9280 NE96th Street NE103rd Street 4LU"' MXC E+20% 1,460 5% 1285 2,745 32.49% Yes 1,975 2,91E 3,295 3,954 CINo 927E NE79th Street NE36th Street 4LU. MXC E+50% 1,014 9% 2312 3,326 49.12% Yes 1,881 2,779 3,13E 4,707 E+6% No 8707 North of NE71st Street 4LU«' MXC E+50% 1,334 3% 771 2,105 16.37% Yes 1,881 2,779 3,13E 4,707 D No 506E SRS/USl North of NE 79th Street/SR934 4LU. FDOT CI3,282 4% 102E 4,310 33.28% Yes 2,090 3,08E 3,487 3,08E F Ves 5065 North of NE71st Street 4LU. FDOT D 2,569 1% 257 2,826 8.32% Yes 2,090 3,08E 3,487 3,08E D No 9499 NE82nd Street/NW81st Street West of19S 2LU"0' FOOT D 1,074 1% 257 1,331 12.55% Yes 1,386 2,04E 2,312 2,04E C No 105 West of NE 3rd Place 2LU"0' FOOT D 1,488 2% 514 2,002 25.09% Yes 1,386 2,04E 2,312 2,04E D No 103 East of NE 7th Avenue 2LU"0' FOOT D 1,357 2% 514 1,871 25.09% Yes 1,386 2,04E 2,312 2,04E D No 2547 SR934/NE/NW 79th Street East of Flamingo Way 4LD"' FOOT D 1,382 3% 771 2,153 23.71% Yes 2,200 3,250 3,670 3,250 C No 537 East of SR953/Le Jeune Road 4LD"' FOOT D 1,816 5% 1285 3,101 39.52% Yes 2,200 3,250 3,670 3,250 D No 53E West of NW 27th Avenue 4Lo"' FOOT Cl2,65E 6% 1541 4,199 47.43% Yes 2,200 3,250 3,670 3,250 F Ves 9496 I-9s/Nw7th Avenue I NW13th Court 4LU"' FOOT D 731 7% 179E 2,529 58.24% Yes 2,090 3,08E 3,487 3,08E D No 547 West of NW 7th Avenue 4LU. FOOT D 2,082 7% 179E 3,880 58.24% Yes 2,090 3,08E 3,487 3,08E F Ves 104 West of NE 4th Court 4LU"°' FOOT D 1,890 5% 1285 3,175 39.19% Yes 2,233 3,27E 3,677 3,27E D No 002(TMC) NE/NW JSth Street West of NW 7th Avenue 2LU.' CoM E 223 7% 179E 2,021 115.63% Yes * 1,13E 1,555 1,555 C No 003(TMC) West of NW 2nd Avenue 2LU" CoM E 290 58% 14900 15,190 958.09% Yes * 1,13E 1,555 1,555 C No 004 (TMC) West of N Miami Avenue 2LU" CoM E 361 26% 6679 7,040 429.49% Yes * 1,13E 1,555 1,555 C No 005(TMC) West of NE2ntl Avenue 2LU" CoM E 334 9% 2312 2,646 148.67% Yes * 1,13E 1,555 1,555 C No 001(TMC) NE71st Street West of NE2ntl Avenue 2LU"' CoM E 590 2% 514 1,104 26.43% Yes * 1,422 1,944 1,944 C No 9464 NE/NW 62nd Street NW7th Avenue NW17th Avenue 4LD.' MXC E+20% 1,487 3% 771 2,25E 19.44% Yes 1,980 2,925 3,303 3,964 D No 9462 NW 2nd Avenue NW 7th Avenue 4LD.' MXC E+20% 2,279 12% 3083 5,362 77.78% Yes 1,980 2,925 3,303 3,964 F Ves 7096 East of N E4th Court 2LU"°' MXC E+20% 388 1% 257 645 10.80% Yes 1,18E 1,755 1,982 2,37E C No 8627 East of NE 4th Avenue 2LU"°' MXC E+20% 348 1% 257 605 10.80% Yes 1,18E 1,755 1,982 2,37E C No Notes: (1) 2LU - Two-lane undivided, 4LU-Four-lane undivided, 4LD Four -lane divided, 10L-Ten-lane (2) Based on FDOT C4-Urban 6ener I four -lane, a divided roadway, non -state signalized with exclusive left -turn lanes. (3) Based on FDOT C4-Urban 6ener I four -lane, divided roadway (4) Based on FDOT C4-Urban 6ener I four -lane, divided roadway with exclusive righ -turn lanes. (5) Based on FDOT C4-urban 6ener I four -lane, a divided roadway. (6) Based on FDOT C4-Urban 6ener I four -lane, a divided roadway with exclusive left -turn lanes. (7) Based on FDOT Core U banlzed ten -lane freew y with ramp metering. (8) Based on FDOT C4-Urban 6ener I two-lane, undivided roadway, non -state signalized with exclusive left -turn lanes. (9) Based on FDOT C4-Urban 6ener I four -lane, a divided roadway, non -state signalized with exclusive left and right turn lanes. (10)Based on FDOT C4-U rban General two-lane,u divided roadway, adjusted for one-way traffic with exclusive right -turn lanes. (11) Based on FDOT C5-Urban Cent dour -lane, a divided roadway with exclusive left -turn lanes. (12) Based on FDOT C4-Urban General two-lane, a divided roadway, nor -state signalized with no exclusive left -turn lanes. (13) Based on FDOT C4-Urban General four -lane, divided roadway, non -state signalized. (14) Based on FDOT C4-Urban General two-lane, a divided roadway, nor -state signalized adjusted for one-way traffic. (15) Amendment traffic contribution Is the portion of the roadway segment's adopted peak hour level of service volume utilized by the amendment (16) Based on FDOT 2023 Quality/Level of Service Handbook vteTLTPT01,131 zap -curie amen aveimnvl AACNPlunk"tier MOP Amend mentdoa Page -22 July 2025 Kimley>>>Horn Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Mon, Comprehensive Neighborhood Plan Amendment Traffic Impact Study Table 8: P.M. Peak Hour City Maximum Long -Term (Year 2045) With Amendment Traffic Conditions Roadway Segment Capacity Analysis Station Roadway Segment Facility Type Pl Maintaining �e^n' Adopted LOS Standard Long -Term (2045) Horizon Background Volumes 4sl Amendment Peak Hour Distribution % Amendment Peak Hour Assignment Long -Term (2045) Horizon Total Volumes Amendment Traffic Contribution") 5% Significance Test LOS C Standard Volume 4') LOS D Standard Volume 6�I LOS E Standard Volume ftn Adopted LOS Standard Volume ft" Long -Term (2045) Horizon Total PM Peak Hour Level of Service Adverse . Impact? From To 9354 NW 12th Avenue South NW 79th Street 4LUu1 WIC E+50% 1,644 2% 198 1,842 4.20% No 1,881 2,779 3,138 4,707 C 5014 SR7/uS 441/NW7th Avenue South of NW 116th Terrace 4LID. F DOT D 3,801 4% 395 4,196 12.17% Yes 2,200 3,250 3,670 3,250 F Ves 235 South of NW 98th Street 4LID. F DOT D 3,757 8% 791 4,548 23.18% Ves 2,310 3,413 3,854 3,413 F Ves 9338 NW 79th Street I NW 62nd Street 4LUm F DOT D 2,829 7% 692 3,521 22.41% Ves 2,090 3,088 3,487 3,088 F Ves 5144 North of NW 62nd Street 4LU. F DOT D 3,034 5% 494 3,529 16.01% Ves 2,090 3,088 3,487 3,088 F Ves 5141 South of NW 56th Street 4LUF1 F DOT D 3,182 4% 395 3,578 12.81% Ves 2,090 3,088 3,487 3,088 F Ves 2036 SR9/I-95 North of SR 934/NW 91st street 10L�I Fool-SIS D 17,944 9% 890 19,734 5.36% Ves 13,461 16,590 17,493 16,590 F Ves 2553 South of NW 62nd Street 10L. FOOT-SIS D 16,489 14% 1384 17,873 8.34% Ves 13,461 16,590 17,483 16,590 F Ves 8338 NW 2nd Avenue South of NW 79th Street 2LUle1 CoM E 546 21% 2076 2,622 106.79% Ves 1,422 1,944 1,944 C No 9322 NW 79th Street I NW 36th Street 2LU. COM E 1,542 37% 3658 5,200 188.16% Ves * 1,422 1,944 1,944 C No South of NW 54th Street 2LU. CoM E 1,542 2% 198 1,740 10.17% Ves * 1,422 1,944 1,944 C No 9312 N Miami Avenue NW79th Street I NW 103rd Street 4LUu1 WIC E+50% 1,994 6% 593 2,587 12.60% Ves 1,881 2,779 3,138 4,707 D No 8269 South NW 79th Street 4LUu1 WIC E+50% 2,385 7% 692 3,077 14.70% Ves 1,881 2,779 3,138 4,707 E No 9310 NW 79th Street I NW 36th Street 4LUu1 WIC E+50% 2,522 19% 1878 4,400 39.91% Ves 1,881 2,779 3,139 4,707 EW0.2% No South of NW 54th Street 4LUu1 WIC E+50% 2,522 6% 593 3,115 12.60% Ves 1,991 2,779 3,138 4,707 E No 8351 NE2ntl Avenue North of NE 96th Street 4LU. WIC E+20% 1,198 5% 494 1,692 12.50% Ves 1,975 2,918 3,295 3,954 C No 9280 NE86th Street NE103rd Street 4LU�1 WIC E+20% 1,862 5% 494 2,356 12.50% Ves 1,975 2,918 3,295 3,954 D No 9278 NE79th Street NE36th Street 4LUu1 WIC E+50% 1,247 9% 890 2,136 18.90% Ves 1,881 2,779 3,138 4,707 D No 8707 North of NE71st Street 4LUU1 WIC E+50% 1,754 3% 297 2,051 6.30% Ves 1,881 2,779 3,138 4,707 D No 5068 SR 5/US-1 North of NE 79th Street/SR934 4LUf1 F DOT D 4,539 4% 395 4,934 12.81% Ves 2,090 3,088 3,487 3,088 F Ves 5065 North of NE71st Street 4LUF1 FDOT D 4,502 1% 99 4,601 3.20% No 2,090 3,088 3,487 3,088 F - 9488 NE82nd Street/NW81st Street West of 1-95 2LUQ01 F DOT D 1,279 1% 99 1,378 5.96% Yes 1,659 2,268 1,659 C No 105 West of NE3rd Place 2LUd°I F DOT D 2,085 2% 198 2,283 11.92% Ves 1,659 2,268 1,659 C No 103 East of NE 7th Avenue 2LUQ01 F DOT D 1,681 2% 198 1,879 11.92% Ves 1,659 2,268 1,659 C No 2547 SR 934/N E/N W 79th Street East of Flamingo Way 4LD. F DOT D 1,945 3% 297 2,241 9.13% Ves 2,200 3,250 3,670 3,250 D No 537 East of SR953/Le leune Road 4Low1 F DOT D 2,516 5% 494 3,010 15.21% Yes 2,200 3,250 3,670 3,250 D No 538 West of NW 27th Avenue 4Lot'1 F DOT D 3,378 6% 593 3,971 18.25% Ves 2,200 3,250 3,670 3,250 F Ves 9486 I-95/NW 7th Avenue I NW 13th Court 4LUF1 FDOT D 2,350 J% 692 3,042 22.41% Ves 2,090 3,088 3,487 3,088 D No 547 West of NWJth Avenue 4LUR1 F DOT D 2,727 7% 692 3,419 22.41% Ves 2,090 3,088 3,487 3,088 E Ves 104 West of NE4th Court 41_U0.�1 FDOT D 3,370 5% 494 3,864 15.08% Ves 2,233 3,278 3,677 3,278 F Ves 002(TMC) NE/NW JSth Street West of NWJth Avenue 2LUIX�1 CoM E 922 7% 692 1,614 44.50% Ves * 1,138 1,555 1,555 C No 003(TMC) West of NW 2nd Avenue 2LU0.�1 COM E 267 59% S734 6,001 369.69% Ves 1, 139 1,555 1,555 C No 004(TMC) West of N Miami Avenue 2LUIX�1 CoM E 348 26% 2570 2,918 165.28% Ves * 1,138 1,555 1,555 C No 005(TMC) West of NE2ntl Avenue 2LUM CoM E 431 9% 890 1,321 57.21% Ves * 1,138 1,555 1,555 C No 001(TMC) NE71st Street West of NE2ntl Avenue 2LU. CoM E 1,017 2% 198 1,215 10.17% Ves * 1,422 1,944 1,944 C No 9464 NE/NW 62nd Street NW 7th Avenue NW 17th Avenue 4LDM WIC E+20% 2,182 3% 297 2,479 7.48% Ves 1,980 2,925 3,303 3,964 D No 9462 NW 2nd Avenue NW 7th Avenue 4LDas1 WIC E+20% 3,070 12% 1186 4,256 29.93% Ves 1,980 2,925 3,303 3,964 F Ves 7096 East of NE4th Court 2LUf°I WIC E+20% 481 1% 99 580 4.16% No 1,188 1,755 1,982 2,378 C 8627 East of NE 4th Avenue 2LUd°I moC E+20% 446 1% 99 545 4.16% No 1,188 1,755 1,982 2,378 C Notes: (1) 2LU -Two-lane undollded, 4LU-Four-lane undollded, 4LD-Four-1 nedolld d,101-Ter-1 n (2) Based on FDOT C4-Urban General four -lane, undivided roadway, on -state signalized Apt exclusive 1 ft-turn lanes. (3) Based on FDOT C4-U rba n General four -lane, d Iv Ided roadway (4) Based on FDOT C4-Urban General four -lane, dlvlded roadway with exclusive right -turn lanes. (5) Based on FDOT C4-urban General four -lane, unclouded roadway. (6) Based on FDOT C4-Urban General four -lane, undivided roadway with exclusive left -turn lanes. (7) Based on FDOT Core U rba razed ten -lane freeway with ramp metering. (8) Based on FDOT C4-Urban General two-lane, undivided roadway, non -state signallied with exclusive left -turn lanes. (9) Based on FDOT C4-Urban General four -lane, undivided roadway, non -state slgnallzed with exclusive left and right turn lanes. (10) Based on FDOT C4-Urban General two-lane, undivided roadway, adjusted for one-way traffic with exclusive right -turn lanes. (11) Based on FDOT C5-Urban Center four -lane, undivided roadway with exclusive left -turn lanes. (12) Based on FDOT C4-Urban General two-lane, undivided roadway, non -state signalized with no exclusive left -turn lanes. (13) Based on FDOT C4-Urban General four -lane, dlvlded roadway, non -state ugnallzed. (14) Based on FDOT C4-Urban General two-lane, undivided roadway, non -state signalized adjusted for one-way traffic. (15) Amendment traffic contribution Is the portion of the roadway segment's adopted peak hour level of servlcevolume utilized by the amendment (16) Based on FDOT 2023 Quality/Level of Service Handbook KaFT TPT01,131mle Rwerswe,matilRepomMouPwrtk Rrver PAmend mentdoa Page -23 July 2025 Kimley>>>Horn Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Paull Comprehensive Neighborhood Plan Amendment Traffic Impact Study Table 9: P.M. Peak Hour Market -Driven Short -Term (Year 2028) With Amendment Traffic Conditions Roadway Segment Capacity Analysis Station Roadway Segment Facility Typeal Maintaining Agency Adopted LOS Standard Short -Term (2028) Horizon Background Volumes Amendment Peak Hour Distribution % Amendment Peak Hour Assignment Short -Tern, (2028) Horizon Total Volumes Amendment Traffic Contribution" 5% Significance Test LOS C Standard Volume "I LOS D Standard Volume 0.e1 LOS E Standard Volume bsI Adopted LOS Standard Volume 4" Short -Term (2028) Horizon Total PM Peak Hour Level of Service Adverse Impact. From To 9354 NW12th Avenue South NWJ9th Street 4LUPI M0C E+50% 1,306 2% 66 1,372 1.41% No 1,881 2,779 3,138 4,707 C 5014 SRJ/US441/NWJth Avenue South of NW 116th Terrace 4L0P1 F00T 0 2,203 4% 132 2,335 4.06% No 2,200 3,250 3,670 3,250 0 235 South of NW 98th Street 4L0M1 F00T 0 2,397 8% 265 2,662 7.75% Yes 2,310 3,413 3,854 3,413 0 No 9338 NWJ9th Street I NW62nd Street 4LUfi1 F00T 0 845 J% 231 1,076 7.50% Yes 2,090 3,088 3,487 3,088 C No 5144 North of NW 62nd Street 4LUm F00T 0 1,994 5% 165 2,159 5.36% Yes 2,090 3,088 3,487 3,088 0 No 5141 South of NW 56th Street 41Um F00T 0 2,375 4% 132 2,507 4.28% No 2,090 3,088 3,487 3,088 0 2036 SR 9/1-95 North of SR934/NW81st Street 10L01 F DOT-SIS 0 12,438 9% 298 12,736 1.79% No 13,461 16,590 17,483 16,590 C 2553 South of NW 62nd Street 10L01 FDOT-SIS 0 12,801 14% 463 13,264 2.79% No 13,461 16,590 17,483 16,590 C 8338 NW 2nd Avenue South of NWJ9th Street 2LU®1 COM E 720 21% 694 1,414 35.72% Yes 1,422 1,944 1,944 C No 9322 NW 79th Street I NW 36th Street 2LU®1 COM E 1,206 37% 1224 2,430 62.94% Yes 1,422 1,944 1,944 C No South of NW 54th Street 2LU. COM E 1,206 2% 66 1,272 3.40% No 1,422 1,944 1,944 C 9312 N Miami Avenue NWJ9th Street I NW 103rd Street 4LUR1 WIC E+50% 1,493 6% 198 1,691 4.22% No 1,881 2,779 3,138 4,707 C 8269 South NWJ9th Street 4LUR1 WIC E+50% 2,184 J% 231 2,415 4.92% No 1,881 2,779 3,138 4,707 0 9310 NW 79th Street I NW 36th Street 4LUR1 WIC E+50% 1,972 19% 628 2,600 13.35% Yes 1,881 2,779 3,138 4,707 0 No South of NW 54th Street 4LU RI WIC E+50% 1,972 6% 198 2,170 4.21% No 1,991 2,779 3,138 4,707 D 8351 NE 2nd Avenue North of NE96th Street 4LUn1 M0C E+20% 807 5% 165 972 4.18% No 1,975 2,918 3,295 3,954 C 9280 NE86th Street NE103rd Street 4LUn1 M0C E+20% 1,460 5% 165 1,625 4.18% No 1,975 2,918 3,295 3,954 C 9278 NE79th Street NE36t h Street 4LUR1 M0C E+50% 1,014 9% 298 1,312 6.32% Yes 1,881 2,779 3,138 4,707 C No 8707 North of NEJ1st Street 4LUPI WIC E+50% 1,334 3% 99 1,433 2.11% No 1,881 2,779 3,138 4,707 C 5068 SR 5/US-1 North of NE79th Street/SR934 41UPI F00T 0 3,282 4% 132 3,414 4.28% No 2,090 3,088 3,487 3,088 E 5065 North of NEJ1st Street 4LUm F00T 0 2,569 1% 33 2,602 1.07% No 2,090 3,088 3,487 3,088 0 9488 NE82nd Street/NW81st Street West 0f195 2LU" F00T 0 1,074 1% 33 1,107 1.62% No 1,386 2,048 2,312 2,048 C 105 West of NE 3rd Place 2L UMI F DOT 0 1,488 2% 66 1,554 3.23% No 1,386 2,048 2,312 2,048 0 103 East of NEJth Avenue 2L U" F DOT 0 1,357 2% 66 1,423 3.23% No 1,386 2,048 2,312 2,048 0 2547 SR934/NE/NW 79th Street East of Flamingo Wa y 41Dnl F DOT 0 1,382 3% 99 1,491 3.05% No 2,200 3,250 3,670 3,250 C 537 East of SR953/Le Jeune Road 41Dnl F DOT 0 1,816 5% 165 1,981 5.08% Yes 2,200 3,250 3,670 3,250 C No 539 West of NW 27th Avenue 41Dnl F DOT 0 2,659 6% 199 2,956 6.09% Yes 2,200 3,250 3,670 3,250 0 No 9486 1-95/NWJth Avenue I NW13th Court 4LUm F00T 0 731 J% 231 962 7.50% Yes 2,090 3,088 3,487 3,088 C No 547 West of NWJth Avenue 41UPI F DOT 0 2,092 J% 231 2,313 7.50% Yes 2,090 3,088 3,487 3,088 0 No 104 West of NE 4th Court 41 U°4 F DOT 0 1,890 5% 165 2,055 5.05% Yes 2,233 3,278 3,677 3,278 C 002(TMC) NE/NW JSth Street West of NWJth Avenue 2LUn�1 CoM E 223 J% 231 454 14.88% Yes * 1,138 1,555 1,555 C No 003 (TMC) West of NW 2nd Avenue 2LUo�1 CoM E 290 58% 1918 2,208 123.33% Yes 1,138 1,555 1,555 C No 004 (TMC) West of N Miami Avenue 2LUn�1 CoM E 361 26% 860 1,221 55.29% Yes * 1,138 1,555 1,555 C No 005 (TMC) West of NE 2nd Avenue 2LUn�1 CoM E 334 9% 298 632 19.14% Yes * 1,138 1,555 1,555 C No 001(TMC) NEJ1st Street West of NE 2nd Avenue 2LUB1 CoM E 590 2% 66 656 3.40% No 1,422 1,944 1,944 C 9464 NE/NW 62nd Street NW 7th Avenue NW 17th Avenue 4Lo°a1 WIC E+20% 1,487 3% 99 1,586 2.50% NO 1,980 2,925 3,303 3,964 C 9462 NW 2nd Avenue NWJth Avenue 4L Du31 WIC E+20% 2,279 12% 397 2,676 10.01% Yes 1,980 2,925 3,303 3,964 0 No 7096 East of NE 4th Court 2L041 WIC E+20% 388 1% 33 421 1.39% No 1,188 1,755 1,982 2,378 C 8627 East of NE4t h Avenue 21,041 WIC E+20% 348 1% 33 381 1.39% No 1,188 1,755 1,992 2,379 C Notes 1) 2LU - Two-lane undlvlded 4LU-Four-lane undlvlded, 4LD-Four-lane dulled, 10L-Ten-lane 2) Based on FDOT C4-Urban General four -lane, undlvlded roadway, nor state signalized with ex lusive left -turn lanes. 3) Based on FDOT C4-Urban General four -lane, divided roadway 4) Based on FDOT C4-Urban General four -lane, divided roadway with ex lusive right -turn lanes. 5) Based on FDOT C4-Urban General four -lane, undlvlded roadway. 6) Based on FDOT C4-U rba n General four -lane, undivided roadway with exclusive left -turn lanes. 7) Based on FDOT Core U rbanued ten-lanefreeway with ramp metering 8) Based on FDOT C4-Urban General two-lane, undivided roadway, non- Tate signalized with exclusive left -turn lanes. 9) Based on FDOT C4-Urban General four -lane, undivided roadway, nor state signalized with exclusive left and right turn lanes. 10) Based on FDOT C4-U rba n General two-lane, and lulled roadway, adjusted for one-way traffic with exclusive right -turn lanes. 11) Based on FDOT CS -Urban Center four -lane, undlvlded roadway with xclusive left -turn lanes. 12) Based on FDOT C4-Urban General two-lane, undivided roadway, non -state signalized with no exclusive left -turn lanes. 13) Based on FDOT C4-Urban General four -lane, divided roadway, non -state signalized. 14) Based on FDOT C4-U rber General two-lane, undivided roadway, non -state signalized adjusted for one-way traffic. 15) Amendment traffic contribution is the portion of the roadway segm nt's adopted peak hour level of service volume utilized by the amendment 16) Based on FDOT 2023 Qua llty/Level of Service Handbook KaFTL-rPT0u13mle Rio sweimnvlR%ortinnwP4.1e Rwer PAmend mentdoa Page -24 July 2025 Kimley>»Florn Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Study CONCLUSION This report summarizes amendment trip generation, project trip distribution, and capacity analyses. Analyses were prepared with the proposed maximum allowable development program as calculate by the City for informational purposes only given that the alternative plan is considered more appropriate for the impact analysis. Trip generation calculations for the proposed amendment were performed using the Institute of Transportation Engineer's (ITE's) Trip Generation Manual, 11th Edition. the proposed maximum development program as calculated by the City is expected to result in 25,690 external trips, a net increase of 9,886 trips during the P.M. peak hour, and the market -driven development plan is expected to result in 3,307 external trips, a net reduction of 12,497 trips during the P.M. peak hour when compared to the existing maximum allowable development program provided by the City. A roadway segment capacity analysis was prepared for existing traffic (2025), short-term horizon (year 2028) without amendment traffic, short-term horizon (year 2028) with amendment traffic, long-term (year 2045) without amendment traffic, and long-term (year 2045) with amendment traffic conditions. As the market -driven development plan is expected to result in a reduction of 12,497 net new P.M. peak hour trips compared to the existing maximum development program, long-term analyses were prepared for background conditions and the proposed maximum development program as calculated by the City for informational purposes only. The results of the market -driven alternative development program analysis, consistent with expected future development patterns in the area, indicate that no study roadway segments are expected to be adversely impacted by the project. At the City's request, the results of the proposed maximum development program, as calculated by the City, indicate that 13 of the 39 study roadway segments are expected to be adversely impacted. However, given that the maximum development program was considered inconsistent with expected future development patterns within the amendment area, the market -driven alternative analysis is expected to more accurately represent proposed conditions and future potential amendment impacts. MIFL IPTO1143132004- Little River SwerdisvMeportI,NPILIMe Fiver MCNP 4mendment.dow Page - 25 July 2025 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Appendix A Maximum Allowable Development Intensities As Calculated by the City EXISTING TRIP GENERATION PM Peak ITE Trip Generation Characteristics Land Use ITE Edition ITE Code Scale ITE Units Multifamily Housing (High -Rise) 11 222 924 DU General Light Industrial 11 110 24367 KSF Multifamily Housing (Mid -Rise) 11 221 2411 DU General Office 11 710 1174 KSF Multifamily Housing (High -Rise) 11 222 180 DU PROPOSED TRIP GENERATION PM Peak ITE Trip Generation Characteristics Land Use ITE Edition ITE Code Scale ITE Units Multifamily Housing (High -Rise) 11 222 1540 DU General Light Industrial 11 110 41425 KSF Multifamily Housing (High -Rise) 11 222 9273 DU General Office 11 710 3325 KSF Multifamily Housing (High -Rise) 11 222 693 DU Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Site 1 Site Site 2 Site 2 rate (unit per acre) Additional CDMP development Outside of Sites 1-3 Rounded Additional CDMP Development Outside of Sites 1-3 Total Rounded Total Residential (du) 3,316 2,414 1,759 66.91 2,912 3,000 10,489 10,500 Retail (50 368,733 9,499 260,546 10,671.28 464,521 500,000 1,158,780 1,100,000 Office (sr) - - 164,632 6,262.15 272,592 275,000 439,632 440,000 Acreage 24.32 12.31 26.29 43 53 106.45 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Appendix B Traffic Data Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk FDOT Concurrency Tables 9212 9214 9216 9220 9222 9224 9226 9228 9230 9232 9236 9238 9240 9242 9243 9244 9246 9248 9249 9250 9254 9256 9258 9260 9261 9262 9264 9266 9268 9270 9272 9274 9275 9276 KROME AVE/SW 177 AVE NW 42 AVE/LE JEUNE LE JEUNE-DOUGLAS CONNECTOR NW 74 ST NW 67 AVE/LUDLAM RD LUDLAM RD/NW 67 AVE LUDLAM RD/NW 67 AVE NW 67 AVE/LUDLAM RD LUDLAM RD/NW 67 AVE LUDLAM RD/NW 67 AVE LUDLAM RD/SW 67 AVE LUDLAM RD/SW 67 AVE LUDLAM RD/SW 67 AVE LUDLAM RD/SW 67 AVE LUDLAM RD/SW 67 AVE LUDLAM RD/SW 67 AVE LUDLAM RD/SW 67 AVE MARLIN ROAD MEMORIAL HWY NW 183 ST/MIAMI GARDENS DR NW 186 ST/ MIAMI GARDENS DR MIAMI LAKES DRIVE WEST NW 154 ST MILLER DR/SW 56 ST MILLER DR/SW 56 ST MILLER DR/SW 56 ST SW 56 ST/MILLER DR SW 56 ST/MILLER DR MILLER DR/SW 56 ST SW 56 ST/MILLER DR SW 56 ST/MILLER DR SW 56 ST/MILLER DR SW 56 ST NE 2 AVE 9278 NE 2 AVE 9280 NE 2 AVE N/O SW 288 ST TO SW 248 ST S/O E 21 ST TO E 1 ST N/O NW 119 ST FROM NW 42 AVE TO NW 135 ST SW/0 OKEECHOBEE RD TO NW 72 AVE S/O NW 103 ST TO NW 122 ST S/O NW 122 ST FROM NW 103 ST TO NW 122 ST S/O NW 138 ST FROM NW 122. ST TO NW 138 ST S/O PALMETTO EXPWY/SR 826 TO NW 138 ST N/O SR 826 FROM NW 167 ST TO NW 170 ST N/O NW 186 ST FROM NW 186 ST TO NW 202 ST S/O FLAGLER ST TAMIAMI CANAL RD TO SW 8 ST S/O SW 8 ST TO SW 24 ST S/O CORAL WAY/SW 24 ST TO SW 40 ST S/O BIRD RD/SW 40 ST SW 40 ST TO SW 56 ST N/O SW 72 ST SW 56 ST TO US 1 S/O KENDALL DR/SW 88 ST BET US1-SW 104 ST S/O SW 112 ST FROM SW 104 ST TO SW 136 ST N/OUS1 TO SW 186 ST N/O NE 135 ST TO NW 167 ST W/O NW 37 AVE FROM NW 27 AVE TO NW 47 AVE E/O NW 79 AVE W/O RED RD/NW 57 AVE TO NW 67 AVE E/O SR 826 FROM NW 67 AVE TO SR 826 W/O RED RD/SW 57 AVE TO SW 67 AVE W/O SW 69 AVE BET SW 67 AVE - SR 826 W/O SR 826 TO SW 87 AVE W/O S.W. 87 AVE TO SW 97 AVE W/O SW SW 97 AVE TO SW 107 AVE W/O SW 107 AVE TO SW 117 AVE W/O HEFT/SR 821 SW 117 AVE TO SW 127 AVE W/O SW 127 AVE TO SW 137 AVE W/O SW 137 AVE TO SW 147 AVE W/O SW 147 AVE TO SW 152 AVE S/O NE 20 ST S/O NE 79 ST TO NE 36 ST N/O NE 96 ST FROM NE 86 ST TO NE 103 ST 4 4 4 4 4 4 4 4 6 6 4 4 4 2 2 2 2 2 2 6 4 4 4 2 4 4 4 4 4 4 4 4 4 4 4 4 3580 4296 3222 1903 4833 4833 4833 4833 5821 4851 2736 3283 3283 1522 1269 1269 1269 2736 1522 6468 4296 3283 2736 1269 3222 3222 3222 3222 3222 3222 3222 3222 3222 3283 4104 1522 2227 1353 2181 2115 2953 269 805 1098 2589 2244 1946 2887 77 3 209 2040 2793 0 3257 1576 53 4567 1254 69 2853 1998 8 979 1757 1617 1666 1548 1735 1178 344 698 571 1948 -679 1215 54 2115 621 673 849 2044 4424 31 46 92 34 92 37 2 5 84 3191 1105 43 1611 1672 0 2567 169 1238 31 35 2404 818 2997 225 2655 567 2545 677 2408 814 2737 485 2524 698 2221 1001 2116 1106 1889 1394 963 1381 3141 141 15 21 1 56 4 4 0 5 6 1276 2112 60 1098 2244 2887 2793 1523 1185 1990 1726 1620 1643 310 479 -716 52 616 765 4424 1062 1672 169 803 204 566 621 810 466 694 1001 1101 1394 3141 135 C C C D C C C F C C C D D D D F E D D C C D D E 0 0 C 0 1 F 9282 9284 9286 9290 9292 9294 9296 9297 9298 9300 9304 /1/1110 NE 2 AVE NE 2 AVE NE 6 AVE/ SR915 NE 10 AVE NE 12 AVE NE 16 AVE NE 19 AVE NE 26 AVE NE 79 St. (SR 934) NE 82 ST/SR 934 (1 WAY WB) NE 192 ST CAUSEWAY S/O NE 117 ST S/O NE 215 ST TO NE 199 ST S/O NE 125 ST S/O NE 125 ST TO PALMETTO EXPWY/SR 826 S/O NE 215 ST FROM NE 215 TO IVES DAIRY ROAD S/O NE 123 ST N/O NE 175 ST FROM NE 163 ST TO NE 185 ST S/O NE 26 AVE W/O US-1 FROM BISCAYNE BLVD TO NW 7 AVE W/O BISCAYNE BLVD TO I-95 W/O COLLINS AVE TO US-1 4 2 4 2 2 2 4 2 4 2 6 3283 1197 3648 1522 1197 1522 4104 1269 4413 1152 6468 1475 744 1644 480 752 1396 2011 665 1821 929 1742 1.11110 1808 453 2004 1042 445 126 2093 604 2592 223 4726 16 28 159 58 1792 425 2004 1042 286 126 2035 604 2592 223 4726 D D D C D F D D D D C 9310 9312 NORTH MIAMI AVE NORTH MIAMI AVE S/O NE/NW 79 ST TO NW 36 ST N/O NW 95 ST FROM NW 79 ST Trl Till/ 101 CT 4 4 3866 3866 1871 1408 1995 2458 2 10 1993 2448 C C 9314 9316 NORTH MIAMI AVE NORTH MIAMI AVE S/O NW 119 ST FROM NW 103 ST TO NW 125 ST N/O NE 159 ST BET BISC. RIVER DR -NE 167 ST 2 2 1522 1522 968 541 554 981 32 554 949 Incn D C 9322 NW 2AVE S/O NW 79 ST TO NW 36 ST 2 1903 1144 759 758 0 0 9324 9326 9328 9336 9338 NW 2 AVE NW 2 AVE NW 2 AVE NW 7 AvE (US 441/SR 7) NW 7 AVE (US 441/SR 7) S/O NW 119 ST FROM NW 87 ST TO NW 135 ST S/O NW 167 ST FROM NW 167 ST TO NW 151 ST S/O NW 215 ST TO NW 199 ST S/O NW 20 ST FROM S RIVER DR TO NW 36 ST S/O NW 79 ST TO NW 62 ST 2 4 6 4 4 1522 3283 4851 4560 4560 389 2158 4595 820 791 1133 1125 256 3740 3769 18 90 1115 1035 256 0 3740 12 3757 D C D C 0 C 0 0 C 0 0 C D C E+20 C E D E+50 D E+50 C E+50 C E+50 C E+50 E+2 EE C D C E C E+20 D E+20 D E+20 E E D E E+56 E E E D E+20 D EE C EE C E+20 D E D E E+1 E C D C D C D C D C D C D C D C E C E+20 D E+50 D D D C D E+10 D D D D C C C D C D E+20 C E+20 D D C E+50 C E+20 E+20 D E+20 E+20 D E+20 E+50 E E+20 E+20 E+20 E+20 E+20 E+20 E+20 E+50 E+50 C C E+9 9342 NW 7 ST W/O NW 27 AVE TO NW 37 AVE 4 4833 1736 3097 0 3097 E+50 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 9348 9350 NW 7 ST EB 10 ST (ONE-WAY W/O NW 60 AVE FROM NW 57 AVE TO NW 67 AVE E/O NW 7 AVE 4 2 4833 1969 2241 300 2592 1669 23 0 2569 1669 0 0 0 0 C C E+50 E+20 C C 9354 NW 12 AVE S/O NW 79 ST 4 4104 1155 2949 90 2859 0 0 C E+50 D 9356 9357 9358 9362 9363 9364 9365 9368 NW 12 AVE NW 12/13 AVE NW 12 ST NW 12 ST NW 12 ST NW 12 ST NW 12 ST NW 17 AVE S/O NW 119 ST TO NW 103 ST S/O PALMETTO EXPWY/SR 826 TO NW 155 ST W/O PALMETTO EXPWY BET NW 72 AVE-NW 87 AVE E/O SW 107 AVE TO SW 87 AVE W/O NW 127 AVE, FROM NW 127 AVE TO NW 137 AVE E/O NW 112 AVE TO NW 107 AVE W/O NW 117AVETONW 127AVE S/O NW 54 ST TO NW 36 ST 2 4 4 4 4 6 4 4 1522 4104 3222 3222 3222 4851 3866 3283 441 788 2690 2193 2373 2328 2550 1512 1081 3316 532 1029 849 2523 1316 1771 9 0 -2 0 167 0 216 11 1072 3316 534 1029 682 2523 1100 1760 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C C C C C C C D E+20 E+50 D E D D E+20 E+20 C C C C C C C D 19370 NW 17 AVE S/O NW 79 ST TO NW 54 ST 4 3283 1834 1449 88 1361 0 0 D E+20 D 9372 9374 9376 9378 9380 9381 9382 9384 9386 9390 9394 9396 9400 9402 9404 9406 9408 9412 9418 9422 9424 9426 9430 9432 9434 9436 9438 9440 9442 9444 9446 9448 9451 9452 9454 9456 9457 9458 9460 NW 17 AVE NW 17 AVE NW 17 AVE NW 17 ST NW 17 ST NW 17 ST NW 20 ST NW 20 ST NW 20 St. NW 22 AVE NW 22 AVE NW 22 AVE NW 25 ST NW 25 ST NW 25 ST NW 25 ST NW 25 ST SR 9/SW/NW 27 AVENUE NW 28 ST NW 32 AVE NW 32 AVE NW 32 AVE NW 36 St. (SR 948) NW 41 ST/NW 36 ST EXTENS NW 36 ST EXT NW 37 AVE NW 37 AVE NW 36 STREET EXTENSION NW 41 STREET NW 46 ST NW 46 ST NW 54 ST NW 58 ST NW 58 ST NW 58 ST NW 58 ST NW 58 ST NW 62 AVE NW 62 AVE N/O NW 95 ST FROM NW 95 ST TO NW 119 ST N/O NW 119 ST FROM NW 119 ST TO NW 135 ST S/O NW 119 ST TO NW 103 ST W/O I-95 W/O NW 27 AVE TO NW 37 AVE E/O NW 70 AVE BET WEATHERFORD BL-NW 72 AVE W/O OF I-95 E/O NW 12 AVE FROM NW 10 AVE TO NW 22 AVE W/O NW 22 AVE TO NW 27 AVE S/O NW 54 ST S/O NW 119 ST FROM NW 103 TO NW 143 ST S/O SR 826 FROM NW 143 ST TO SR 826 E/O SR 826 TO NW 72 AVE W/O SR 826 TO NW 87 AVE W/O NW 87 AVE TO NW 97 AVE W/O NW 97 AVE TO NW 107 AVE W/O 107 AVE TO NW 117 AVE S/O NW 119 STREET DWR/O NW 27 AVE TO NW NRIVER N/O NW 36 ST TO NW 62 ST S/O NW 79 ST FROM NW 62. ST TO NW 103 ST S/O NW 119 ST TO NW 103 ST E/O ECURTISS PKWY TO NW 72 W/O SR 826 TO NW 87 AVE W/O 87 AVE TO NW 97 AVE S/O SR 826 TO NW 135 ST S/O HEFT FROM SR 826 TO NW 215 ST W/O NW 97 AVE TO NW 107 AVE W/O NW 107 AVE TO HEFT W/O I-95 FROM NE 2 AVE TO NW 27 AVE W/O NW 27 AVE �/O I-95 FROM NW 27 AVE TO I- W/O NW 72 AVE TO PALMETTO EXPWY/SR 826 E/O NW 84 AVE FROM SR 826 TO NW 87 AVE W/O NW 87 AVE TO NW 97 AVE W/O NW 97 AVE TO NW 102 AVE W/O NW 107 AVE TO NW 117 AVE S/O NW 74 ST CONNECTOR TO OKEECHOBEE RD S/O NW 138 ST TO NW 122 ST 4 4 4 2 2 2 4 4 4 6 4 4 6 6 4 4 4 6 2 4 4 4 6 6 6 4 4 6 6 2 2 4 6 4 4 4 4 4 2 3866 3866 3866 1269 1269 1269 0 3283 3283 0 4833 4104 4851 4851 3222 3222 3222 8085 1269 4833 4833 4833 5390 5390 5821 3866 2628 4851 4851 1903 1269 4296 3222 3222 3222 2628 2628 4104 1903 1445 1408 1648 295 1573 424 1529 1871 2062 2187 1790 1632 3353 4056 2737 2646 2512 3275 653 1579 2556 2331 4734 6225 3151 1871 2140 2961 2522 623 654 960 2186 2083 2382 1996 1558 1249 1373 2421 2458 2218 974 -304 845 -1529 1412 1221 -2187 3043 2472 1498 795 485 576 710 4810 616 3254 2277 2502 656 -835 2670 1995 488 1890 2329 1280 615 3336 1036 1139 840 632 1070 2855 530 242 0 93 0 149 0 0 1 170 22 162 0 -1 0 0 0 108 151 15 66 344 65 0 14 0 30 0 0 0 0 36 0 48 48 1 6 2 0 0 2179 2458 2125 974 -453 845 -1529 1411 1051 -2209 2881 2472 1499 795 485 576 602 4659 601 3188 1933 2437 656 -849 2670 1965 488 1890 2329 1280 579 3336 988 1091 839 626 1068 2855 530 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C C C C F C D D D D C D C C C C C C D C C C C F C C D C C D D C C C C D D D F E+20 E+20 E+20 E E E E+20 E+20 E+50 E+50 E D D D D E+50 E E+50 E+50 E+50 E D EE E+20 D D D E+50 E E+20 E D D D D E+50 E+50 C C C C E+35 C D D D D C D C C C C C C D C C C C E+15 C C D C C D D C C C C D D D E+8 19462 NW62ST WAJ 1-VD exJrvi IN W L tivn ilJ NW 7AVE 4 3283 2157 1126 7 1119 0 0 D E+20 D 9464 NW 62 ST W/O NW 12 AVE FROM NW 7 AVE TO NW 17 AVE 4 3283 1378 1905 36 1869 0 0 D E+20 D 9466 9468 9470 9472 9474 9476 9478 9480 9481 9482 9484 NW 62 ST NW 62 ST NW 71 ST NW 71 ST NW 72 AVE/ W 16 AVE NW 72 AVE NW 74 ST CONNECTOR NW 25 Street NW 74 ST NW 79 AVE NW 79 AVE E/O NW 27 AVE TO NW 17 AVE W/O NW 27 AVE TO NW 37 AVE W/O I-95 FROM N MIAMI AVE TO NW 12 AVE W/O NW 27 AVE TO NW 42 AVE S/O NW 103 ST TO OKEECHOBEE RD S/O NW 138 ST TO NW 114 ST TO W/O SR 826 NW 67 AVE FRO NW 62 AVE W/O HEFT TO NW 127 AVE W/O NW 77 CT PALMETTO EXPWY TO NW 87 AVE N/O NW 36 ST EXT TO NW 58 ST S/O NW 36 ST EXT TO NW 25 ST 4 4 2 2 4 2 6 4 4 4 4 3283 3866 1522 1522 4833 4833 8085 2628 5390 3222 3222 1321 1312 878 495 1746 562 3674 1915 3569 1888 1234 1962 2554 644 1027 3087 4271 4411 713 1821 1334 1988 29 68 18 165 0 0 0 137 16 0 0 1933 2486 626 862 3087 4271 4411 576 1805 1334 1988 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D C D C C C C D C C E+20 E+20 E+20 E+20 E+50 E+50 E+50 D D D D C D D C C C D C C ^ uamittea into the puaiic recora Tor item(s) PZ.6 on 07/24/2025, City Clerk 9486 9488 1 NW 79 ST (SR 934) NW 81 ST (ONE-WAY WB) (SR 934) W/O I-95 NW 7 AVE TO NW 13 CT 4 W/O I-95 2 4296 2188 684 1018 3612 1170 11 2 3601 1168 0 0 0 0 C D E+20 E+20 C D 9489 9490 ELOWAY RD/NW 87 GALL GALL OWAY RD NW 87 AVE S/O NW 154 ST TO NW 122 ST S/O 186 ST FROM NW 170 ST TO NW 186 ST 4 4 3222 2628 2164 2390 1058 238 748 1061 310 -823 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 0 Ci Ci W W Ci Ci Ci W lW�' Ci Ci Ci Ci Ci W W W Ci W W W Ci Ci W Ci Ci W Ci Ci Ci Ci W Ci Ci Ci Ci W W W W W W Ci Ci W W W W W W W Ci Ci W W W W W W W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 0 0 0 w 0 0 w 0 0 0 w 0 0 0 0 0 0 0 0 w w Q Q w w w 0 0 0 0 0 0 0 0 0 0 w w 0 0 w 0 -. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9491 NW 95 ST W/O I-95 4 3222 2165 1057 19 1038 9492 NW 95 ST W/O 27 AVE TO NW 36 AVE 2 1269 374 895 43 852 9493 NW 97 AVE S/O NW 12 ST 4 3222 1996 1226 32 1194 9494 NW 97 AVE S/O NW 25 ST TO NW 12 ST 4 3222 2342 880 119 761 9495 NW 97 AVE S/O NW 41 ST TO NW 25 ST 4 3222 1885 1337 0 1337 9500 W 49 ST/SR 932 W/O W 4 AVE TO SR 826 6 5390 1251 4139 0 4139 9502 NW 103 ST W/O SR 826 TO NW 87 AVE 4 3580 2906 674 0 674 9506 NW 106 ST E/O HEFT TO NW 107 AVE 6 3222 2307 915 20 895 9508 NW 107 Av. (SR 985) N/O DOLPHIN EXPWY/SR 836 TO NW 12 ST 6 5390 4667 723 0 723 9510 NW 107 AVE N/O NW 12 ST TO NW 25 ST 6 5390 3194 2196 0 2196 9512 NW 107 AVE N/O NW 25 ST TO NW 41 ST 4 3580 2860 720 0 720 9513 NW 107 AVE N/O NW 41 ST TO NW 58 ST 4 3580. 2176 1404 0 1404 9517 NW 119 ST/GRATIGNY RD W/O NW 27 AVE NW 27 AVE TO NW 37 AVE 8 7210 3533 3677 180 3497 9518 NW 119 ST W/O NW 57 AVE TO NW 67 AVE 2 1269 820 449 0 449 9520 NW 122 ST W/O NW 57 AVE TO SR 826 4 3222 1607 1615 0 1615 9522 NW 122 ST W/O SR 826 TO NW 87 AVE 4 2628 3556 -928 0 -928 9526 EB 135 ST (ONE-WAY W/O I-95 TO NW 17 AVE 3 1933 1112 821 0 821 9528 NW 138 ST (SR 916) E/O NW 57 AVE TO NW 42 AVE 4 3580 2118 1462 14 1448 9530 NW 138 ST W/O 57 AVE TO SR 826 2 3040 2304 736 0 736 9532 NW 138 ST W/O SR 826 TO NW 87 AVE 2 1330 2108 -778 10 -788 9534 NW 138 ST S/W OF OKEECHOBEE RD TO NW 107 AVE 4 2628 1216 1412 1084 328 9542 NW 151. ST W/O NW 27 AVE TO NW 37 AVE 4 2736 1094 1642 92 1550 9544 NW 154 ST EA`OENW 79 AVE SR 826 TO NW 84 4 2628 3524 -896 0 -896 9546 NW 154 ST W/O NW 87 AVE TO NW 92 AVE 2 1197 677 520 297 223 9548 NW 167 ST E/O NW 2 AVE TO NE 6 AVE 6 6885 3848 3037 0 3037 9550 NW 169 ST E/O NW 77 CT TO NW 67 AVE 4 2628 1144 1484 4 1480 9552 NW 170 ST E/O NW 87 AVE TO NW 77 AVE 2 1197 1463 -266 338 -604 9554 NW 199 ST/HONEY HILL DR E/O HEFT FROM FLA TURNPIKE TO NW2AVE 4 2628 1879 749 0 749 9556 NW 199 ST/HONEY HILL DR E/O NW 27 AVE TO FLA TURNPIKE 6 4851 2125 2726 0 2726 9558N DR 199 ST/HONEY HILL W/O NW 27 AVE TO NW 37 AVE 4 3222 1639 1583 0 1583 9560N DR 199 ST/HONEY HILL W/O NW 37 AVE TO NW 57 AVE 4 3222 1306 1916 0 1916 9561N DR 199 ST/HONEY HILL W/O NW 47 AVE 4 3222 1273 1949 0 1949 9562 NW 202 ST W/O NW 57 AVE TO 67 AVE 2 1440 994 446 0 446 9574 OKEECHOBEE RD (US 27) NW/0 NW 57 Ave 6 5390 4293 1097 0 1097 9576 OKEECHOBEE RD (US 27) SE/0 NW 74 ST FROM NW 62 AVE TO NW 67 AVE 0 5390 4559 831 0 831 9582 OLD CUTLER RD SW/0 SW 72 ST TO SW 88 ST 2 1269 1720 -451 1 -452 9584 OLD CUTLER RD SW/0 SW 88 ST TO SW 57 AVE 2 1269 1424 -155 0 -155 9586 OLD CUTLER RD SW/0 SW 136 ST TO SW 152 ST 2 1440 1404 36 0 36 9588 OLD CUTLER RD SW/0 SW 152 ST TO SW 168 ST 2 1440 1419 21 0 21 9590 OLD CUTLER RD S/O SW 168 ST TO SW 184 ST 2 1440 1753 -313 0 -313 9592 OLD CUTLER RD SWO/AODSW 184 ST TO FRANJO 2 1440 1538 -98 0 -98 9594 OLD CUTLER RD SW/0 FRANJO RD TO SW 216 ST 2 1197 1884 -687 48 -735 9596 OPALOCKABLVD (1- WAY WB) W/O I-95 TO NW 17 AVE 3 3234 1297 1937 23 1914 9598 NW 52 AVE/PALM AVE- 1 WAY SB S/O E/W 21 ST (HIALEAH) TO OKEECHOBEE RD 2 1269 777 492 0 492 9600 NW 52 AVE S/O NW 103 ST - NW 74 ST TO NW 119 ST 4 2736 2083 653 0 653 9618 PERIMETER ROAD E/O NW 57 AVE BET NW 47 AVE TO NW 72 AVE 2 1440 1291 149 0 149 9622 PONCE DE LEON BLVD S/O SW 8 ST TO ALHAMBRA CIRCLE 4 3283 1079 2204 0 2204 9624 PONCE DE LEON BLVD N/O SW 40 ST TO ALMERIAAVE 4 3283 1041 2242 0 2242 9628 NW 57 AVE S/O NW 74 ST CONN TO OKEECHOBEE ROAD 4 3580 2662 918 0 918 9629 NW 57 AVE/RED RD (SR 823) N/O NW 183 ST TO NW 215 ST/COUNTYLINE 6 5390 3459 1931 0 1931 9630 NW 57 AVE S/O NW 215 ST TO NW 186 ST 6 5390 3181 2209 0 2209 9634 SW 57 AVEN HWY W 72 ST TO SOUTH DIXIE 4 4104 1255 2849 5 2844 9636 SW 57 AVE S/O SW 88 ST TO SW 116 ST 2 1269 1330 -61 1 -62 9638 SW 57 AVE S/O SW 120 ST FROM SW 116 TO SW 128 ST 2 1269 2174 -905 3 -908 9640 RICKENB ACKER CSWY W/O VIRGINIA KEY 4 5821 3135 2686 30 2656 9642 AAN VE SIMEON WAY/ NE 6 S/O NW 215 TO IVES DAIRY RD 4 3283 1034 2249 234 2015 9650 SOUTH BAYSHORE DRIVE NE/0 SW 17 AVE AL ATKA AVE TO AVIATION AVE 2 1903 1908 -5 0 -5 9652 SOUTH BAYSHORE DRIVE SW/0 SW 27 AVE BET AVIATION- MCFARL AND AVE 4 3283 1784 1499 0 1499 9654 SOUTH MIAMI AVE SW/0 SW 15 RD 2 1269 1038 231 0 231 Submitted item(s) into the public record PZ.6 on 07/24/2025, City for Clerk 68 SR 986/SUNSET DR 200' E SW 107 AV 4 4296 2451 1845 61. 1784 0 0 C EE C 70 SW 72 ST/SUNSET DR US-1 TO SW 67TH AVE 4 2920 1869 1051 0 1051. 0 0 D E D 72 SR 976/BIRD RD 600' E FLA TPK/SR 821 6 5390 3374 2016 19 1997 0 0 C HE C 74 SR 976E IRD RD 200' W SW 100 AV 6 5390 3161 2229 34 2195 0 0 C HE C 76 SR 976E IRD RD 200' W SW 93AV 6 5390 3303 2087 18 2069 0 0 C HE C 78 SR 976E IRD RD 200' E OF SW 7800 BLOCK 6 5390 4603 787 20 767 0 0 C HE C 80 SR 976E IRD RD 400' W OF SW 57 AVE. 6 6468 3379 3089 85 3004 0 0 C E+20 C 82 SR 976BIRD RD 200' E SW 42 AV 4 3504 2601 903 2 901 0 0 D E+20 D 84 SR 9336/PALM DR 200' W OF SW 2 AVE. 4 3648 1985 1663 69 1594 0 0 D EE D 86 SR 972/SE 13 ST 200' W SR 5/US-1 4 4296 1270 3026 3 3023 0 0 C E+20 C 88 SR 90/US-41/SW 8 ST 200' E SW 137 AV 6 6468 3111 3357 104 3253 0 0 C EE C 89 SR-90/ SW 8 ST/TAMIAMI TRAIL/US 41. 1000' W SW 137 6 6468 4752 1716 258 1458 0 0 C EE C 90 SR 90/US-41/SW 8 ST 500' E SW 109 AV 6 5390 3770 1620 0 1620 0 0 C D C 92 SR 90/US-41/SW 8 ST 200' E GALLOWAY RD/SW87AV A 6 6468 3838 2630 15 2615 0 0 C EE C 94 SR 968/FLAGLER ST 60' E OFNW 46 AVE 4 5370 2440 2930 0 2930 0 0 C E+50 C 99 SR 968/FLAGLER ST/WB 200' E NW/SW 7AV 3 4131 1518 2613 0 2613 0 0 D E+50 D 102 SR 948/NW 36 ST 200' E/O LEJEUNE RD/NW 42 AV A 6 8085 3485 4600 0 4600 0 0 C E+50 C 103 NE 82ST/ONE-WAY-PAIR WB. 750' E NE 7 AVE. 2 2577 1289 1288 0 1288 0 0 C E+20 C 104 SR 934/NE 79 ST/ONE WAY PAIR EB 200' W NE 4 CT 4 4320 1795 2525 0 2525 0 0 D E+20 D 105 SR 934/NE 82 ST/ONE-WAY PA TR NUR 200' W NE 3 PL 2 2577 1405 1172 8 1164 0 0 C E+20 C 107 SR 25/US-27/NW 36 ST 200' W NW 37 AV 4 4380 2028 2352 51 2301 0 0 D E+50 D 109 SR 25/US-27/OKEECHOBEE RD 1000' NW NW 103 ST 6 5390 3353 2037 103 1934 0 0 C D C 110 SR 5/US-1 100' S SR 826/PALMETTO EXPWY A 6 6468 5580 888 60 828 0 0 F EE E+4 112 SR 932/NW 103 ST 200' W E 8 AV(HIALEAH) 4 3580 2317 1263 0 1263 0 0 C E C 118 SR 90/US-41/SW 8 ST 200' E RED RD/SW 57 AV 4 4380 2875 1505 11 1494 0 0 D E+50 D 121 SR 932/NW 103 ST 200' W NW 7 AV 4 4500 1995 2505 82 2423 0 0 C E C 122 SR 924/GRATIGNY DR 200' E OF NW 11 AVE. 6 5390 2388 3002 0 3002 0 0 C E C 124 163 ST/SUNNY ISLES BLVD- MB W/O COLLINS AVE TO NE 35 AVE A 8 7272 3571 3701 0 3701 0 0 D E+20 D 126 SR 922/NE 125 ST 150' E NE 6 AV 4 3648 1865 1783 81 1702 0 0 D E+20 D 127 SR 5/US-1 400' E OF SW 57 AVE. 6 8085 3945 4140 0 4140 0 0 C E+50 C 128 SR 7/US-441/SW/NW 7AV 120' NNW 123 ST 6 8085 2207 5878 0 5878 0 0 C E+50 C 131 SR 997/KROME AV 200' S SE 8 ST (FLA CITY) 2 1692 1316 376 83 293 0 0 D EE E 132 SR 922/NE 96 ST. 89' W OF AB OTT AVE A 4 2920 2068 852 0 852 0 0 D E D 136 SR 916/NW 138 ST 200' E W 12 AV (HIALEAH) A 2 1130 1597 -467 0 -467 1 0 F E E+41 138 SR 916/NW 135 ST 200' W LEJEUNE RD 4 3580 2223 1357 140 1217 0 0 C E C 140 SR 916/NW 135 ST/ONE-WAY PAIR EB 200' W NW 7AV 3 1610 1138 472 0 472 0 0 A E A. 141 SR 916/NW 138 ST/ONE-WAY PAIR WB 200' W NW 7AV A 3 1610 845 765 21 744 0 0 A E A 142 SR 934/NW/NE 79 ST 350' WEST OF PELICAN HARBOURD A 6 3504 3166 338 0 338 0 1 F E+20 E+8 144 SR 916/NE 135 ST 240' W OF W DIXIE HWY/SR909 A 4 3580 1976 1604 19 1585 0 0 C E C 146 SR 860/MIAMI GARDEN DR FL E OF NW 14 AV/W OF 6 5400 3444 1956 0 1956 0 0 D EE D 148 SR 860/MIAMI GARDENS DR 275' W OF NW 10 CT/E FLA A 6 5400 2482 2918 22 2896 0 0 D EE D 150 SR 860/MIAMI GARDENS DR 200' E W DIXIE HWY 4 4296 3450 846 129 717 0 0 D EE D 151 SR 9336/INGRAHAM HWY 300' E EVERGLADES PARK ENT 2 1510 213 1297 41 1256 0 0 C C C 152 SR 856/NE 192 ST 200' E SR 5/US-1 6 6468 2693 3775 16 3759 0 0 C E+20 C 158 SR 852/COUNTYLINE RD 400' W SR 7/NW 2AV 4 3580 2375 1205 64 1141 0 0 C SUMA C 164 SR 5/US-1 200' S DAVIS ST/SW 80 ST 6 8085 4417 3668 98 3570 0 0 C E+50 C 166 NE 6 AVE (SR 915) N/O NE 167 ST TO NE 135 AST 4296 1746 2550 0 2550 0 0 C E+20 C 168 SR 915/NE 6 AV 200' S NE 170 ST 4 4296 1652 2644 53 2591 0 0 C E+20 C 183 SR 5/US-1 800' N OF NE 172 ST 6 10815 4210 6605 106 6499 0 0 C E+50 C 1235 SR 7/USA41/SW/NW 7AV 130' S NW 98 ST 4 4560 2144 2416 139 2277 0 0 D E+50 D Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk I 266 268 269 323 324 332 346 360 361 365 366 377 405 417 431 436 518 521 522 524 527 528 531 533 534 SW 8 ST/TAMIAMI TRAIL SR 5/US-1 SR A1A/COLLINS AV NW 27 AVE (SR 9) SR 823/RED RD SR 5/US-1 SR 5/US-1 SR 823/RED RD SR 997/KROME AV SR 7/USA41/NW 2 AV SR 826/NE 167 ST SR 90/SW 8 ST SR 826/PALMETTO EXPWY SR 9/NW 27 AV SR 9/SW/NW 27AV SR 7/US-441/SW/NW 7AV SR 997/KROME AV SR 5/US-1 SR 5/US-1 SR 5/US-1 SR 90/US-41/SW 8 ST SR 25/US-27/OKEECHOBEE RD SR 909/W DIXIE HWY SR 934/N BAY CSWY SR 934/NW 74 ST CONNECTOR E/O SW 147 AVE, FROM SW 147 AVE TO SW 137 AVE 200' S MIAMI- DADE/BROWARD CO LINE 300' NNE 172 ST S/O NW 36 ST TO SR 836 400' N OF 23 ST 200' S CORAL REEF DR/SW 152 ST 100'NALLAPATTAH RD/SW 112 AV 200' S SR 916/NW 138 ST 311' S SW 214 ST 200' N IVES DAIRY RD/NW 199 ST 200' E N MIAMI AV 200' E KROME AV/SR 997 1100' E NW 57 AV/SR 823 200' N SR 112/AIRPORT EXPWY 100' S NW 103 ST 220' NNW 148 ST 400' NW SR 5/US-1 200' S GRAND AV (CORAL GABLES) 200' S NE 6 AV/SR 915 450' S NE 123 ST/SR 922 200' W RED RD/SW 57 AV 200' SE SR 826 200' NNE 151 ST 450' EAST OF ADVENTURE AVE 600' E NW 72 AV 6 6 6 6 4 A 6 A 6 4 4 A 6 6 4 8 A 4 4 6 2 3 4 4 4 6 4 A 6 6 4686 6468 5400 6468 3580 6468 6468 3580 3420 5390 5508 3420 13390 4380 4380 8085 1330 6468 4560 4560 5370 5080 3580 5400 8085 3866 4057 4400 3222 2637 4132 2819 3813 2566 3875 3687 1876 9925 2567 2157 1957 481 4469 2973 2387 2748 3742 1282 5603 3918 814 2411 1000 3246 943 2336 3649 -233 854 1515 1821 1544 3465 1813 2223 6128 849 1999 1587 2173 2622 1338 2298 -203 4167 48 57 0 0 0 71 310 0 24 0 21. 37 7 37 253 95 15 0 121 130 18 0 27 0 0 766 2354 1000 3246 943 2265 3339 -233 830 1515 1800 1507 3458 1776 1970 6033 834 1999 1466 2043 2604 1338 2271 -203 4167 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D C D C C C C F C C D C C D D C C C E D C A C F C D E+20 E+20 E+20 E EE EE E C SUMA E+20 C D E+50 E+50 E+50 D E+20 E+50 E+50 E+50 E E E+20 E+50 D C D C C C C E+6 C C D C C D D C C C E+1 D C A C E+24 C 537 SR 934/NW 79 ST/E 21 ST RD II El 9R 9A,'LHJHUI IN 4 5370 1432 3938 308 3630 0 0 C E+50 C 538 SR 934/NW 79 ST 400' W NW 27 AV 4 5370 2159 3211 384 2827 0 0 C E+50 C 540 SRA1A/COLLINS AV 2BOA0LS ESN BBRIDG/NCL H541 6 5400 3164 2236 0 2236 0 0 D E+20 D SR 944/HIALEAH DR 465' NNW 35 AV 4 3648 2027 1621 51 1570 0 0 D E+20 D 542 NW 54 ST/HIALEAH DR W/O NW 17 AVE BET NW 27AVE-NW7AVE A 4 3504 1919 1585 0 1585 0 0 D E+20 D 543 SR 5/US-1 2500' S PALM DR(FLA CITY) A 4 4296 2173 2123 11 2112 0 0 C EE C 544 SR 5/US-1 100' N LUCY ST/SW 328 ST(HOMESTEAD) A 4 4296 2260 2036 80 1956 0 0 C EE C 545 SR 5/US-1 100' N SW 308 ST 4 4296 2108 2188 29 2159 0 0 C EE C 1547 SR-934/NW 79 ST. 400' W NW 7 AVE. 4 4296 1882 2414 100 2314 0 0 C E+20 C 552 SR 9/SW/NW 27 AV 200' S SR 836/DOLPHIN EXPWY A 6 4296 3229 1067 1 1066 0 0 C E+20 C 553 SR 826/PALMETTO EXPWY 600' N OKEECHOBEE RD 10 16840 12964 3876 0 3876 0 0 C D C 554 SR 826/PALMETTO EXPWY 1100' W NW 57 AV/SR 823 6 10060 9829 231 0 231 1 0 D D D 556 SR 826/NE 163 ST 1700' E SR 5/US-1 8 8652 5044 3608 1 3607 0 0 C E+20 C 559 SR 817/NW 27 AV 100' N SR 826/NW 167 ST 6 6468 3027 3441 0 3441 0 0 C EE C 560 SR 817/NW 27 AV 100' S NW 151 ST 6 8085 2959 5126 85 5041 0 0 C E+50 C 562 SR 826/PALMETTO EXPWY 400' NORTH OF SR-5 4 6700 4674 2026 0 2026 0 0 C D C 563 SR 826/PALMETTO EXPWY 801500' NORTH OF RAMP 87260 6 13320 7523 5797 0 5797 0 0 C EE C 564 SR 826/PALMETTO EXPWY 1000' N SW 72 ST 4 8628 8842 -214 0 -214 1 0 F EE E+22 565 SR 826/PALMETTO EXPWY 500' N SW 56 ST 8 13620 10669 2951 0 2951 0 0 C D C 566 SR 826/PALMETTO EXPWY 200' N SW 40 ST/SR 976 12 20930 13227 7703 0 7703 0 0 C D C 567 SR 826/PALMETTO EXPWY 1100' N SW 24 ST 12 20930 18062 2868 0 2868 0 0 D D D 568 SR 826/PALMETTO EXPWY 200' N SW 8 ST/SR 90 10 17040 15006 2034 0 2034 0 0 D D D 569 SR 826/PALMETTO EXPWY 1000' N FLAGLER ST 10 18930 10987 7943 0 7943 0 0 C E C 570 SR 826/PALMETTO EXPWY 1000' N NW 12 ST 10 18930 16901 2029 0 2029 0 0 E E E 571 SR 826/PALMETTO EXPWY 1000' N NW 36 ST 10 16840 15199 1641 0 1641 0 1 D D D 572 SR 826/PALMETTO EXPWY 1000' N NW 58 ST 10 16840 15282 1558 0 1558 0 1 D D D 573 SR 826/PALMETTO EXPWY 1000' N NW 74 ST 10 16840 15063 1777 0 1777 0 0 D D D 574 SR 826/PALMETTO EXPWY 1000' N NW 103 ST 8 13390 14410 -1020 0 -1020 1 0 E D E 575 SR 826/PALMETTO EXPWY 1200' N NW 122 ST 8 13390 13644 -254 15 -269 1 0 E D E 576 SR 826/PALMETTO EXPWY 1000' N NW 138 ST 6 10060 11876 -1816 0 -1816 1 0 F D E+6 577 SR 826/PALMETTO EXPWY 1000' E NW 47 AV 6 10060 8513 1547 10 1537 0 0 D D D 578 SR 826/PALMETTO EXPWY 1500' W NW 27 AV 6 10060 8563 1497 8 1489 0 0 D D D Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 1180 1181 1189 1190 1201 1202 1204 1205 1206 1211 1214 1215 1216 1217 1218 1219 1220 1221 1222 1223 1224 1229 1230 1232 1233 2002 2023 12036 2041 2050 2055 2060 2065 2080 2085 2095 2100 2113 2114 2134 SR 953/LEJEUNE RD SR 953/LEJEUNE RD SR 959/RED RD/SW 57 AV SR 823/RED RD SR 969/MILAM DAIRY RD SR 969/MILAM DAIRY RD SR 969/MILAM DAIRY RD SR 969/MILAM DAIRY RD SR 969/MILAM DAIRY RD SR 973/GALLOWAY RD SR 932/NW 103 ST SR 932/NW 103 ST SR 932/NW 103 ST SR 932/NW 103 ST SR 985/NW 107 AV SR 924/GRATIGNY DR SR 924/GRATIGNY DR NW 136 ST/OPALOCKA BLVD NW 135 ST (SR 916) SR 916/OPA-LOCKABLVD SR 916/NW 135 ST SR 860/MIAMI GARDENS DR SR 860/NW 183 ST/MIAMI GARDENS DR SR 860/MIAMI GARDENS DR SR 860/MIAMI GARDENS DR SR 878/SNAPPER CRK EXPWY SR 112/AIRPORT EXPWY 200' S E 23 ST(HIALEAH) 1100'N OF NW 119 ST 550' S OF BLUE LAGOON DR 195' S NW 175 ST 400' N FLAGLER ST 200' NNW 12 ST 216' S NW 35 TERR 50' N NW 47 ST 480' S NW 11 STREET (3 LANE 200' NNW 8 ST 200' E NW 27 AV 200' E E 8 AV(HIALEAH) 400' E OF W 16 AVE(HIALEAH) 1400' E OF W 28 AVE. 200' NNW 7 ST 200' W NW 1 AV 400' E OF NW 24 AVE. E/O NW 27 AVE TO NW 17 AVE (ONE WAT WEST) E/O NW 27 AVE TO NW 17 AVE (ONE WAY EAST) 200' W SR 9/NW 27 AV 200' E LEJEUNE RD 200' E NE 8 AV 250' W NE 2 AV 200' E NW 28 PL 400' E NW 55 AV 500' W SR 5/US-1 200'ENW 17AV 5370 2558 2812 8 2804 0 0 C E+50 C A 8085 1704 6381 35 6346 0 0 C E+50 C A 8085 2553 5532 65 5467 0 0 C E+50 C A 6468 3744 2724 11 2713 0 0 C EE C A 5390 2066 3324 25 3299 0 0 C E C A 5390 3176 2214 24 2190 0 0 C E C A 5390 2480 2910 31. 2879 0 0 C E C A 5390 2762 2628 137 2491. 0 0 C E C 6 5390 3125 j=-�..==-,,:al 2261 0 0 C E C A 5390 3295 2095 34 2061 0 0 C SUMA C A 4500 2314 2186 40 2146 0 0 D E D A 4500 2749 1751 81 1670 0 0 D E D A 6468 2951 3517 0 3517 0 0 C E+20 C A 3580 1158 2422 0 2422 0 0 C SUMA C 4 A 5390 3881 1509 15 1494 0 0 C SUMA C A 2920 1487 1433 0 1433 0 0 D E D 4 A 4500 2777 1723 456 1267 0 0 D E D A 1610 1067 543 543 0 0 A E A A 1610 1157 453 125 328 0 0 A E A A 3580 1462 2118 164 1954 0 0 C E C 4 4 3580 1620 1960 0 1960 0 0 C E C A 4296 3149 1147 17 1130 0 0 C EE C 4 A 6468 2903 3565 43 3522 0 0 C EE C 4 A 6096 2408 3688 0 3688 0 0 B EE B A 6468 2324 4144 0 4144 0 0 C EE C 4 4296 1816 2480 1 2479 0 0 C EE C 6 10815 8773 2042 0 2042 0 0 F E+50 E+21 SR 9A/I-95 500' N BRIDGE 870432 - 10 28395 11811 SB CABINET MP 16584 16584 0 0 C E+50 C 2137 2162 2188 2193 2198 2207 2208 2210 2232 2240 2242 2243 2244 2246 2248 2250 2252 2254 2256 SR 9A/I-95 SR 112/AIRPORT EXPWY SR 112/AIRPORT EXPWY AIRPORT EXPWY (SR 112) SR 112/AIRPORT EXPWY SR 932/NW 103 ST SR 9A/I-95 SR 9A/I-95 SR 9A/I-95 SR 826/PALMETTO EXPWY SR 826/PALMETTO EXPWY SR 9A/I-95 SR 9A/I-95 SR 9A/I-95 SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY SR 836/DOLPHIN EXPWY FLATNPK. (HEFT/SR 821) FLATNPK. (HEFT/SR 821) FLATNPK. (HEFT/SR 821) FLATNPK. (HEFT/SR 821) FLATNPK. (HEFT/SR 821) FLATNPK. (HEFT/SR 821) 1300' S NW 95 ST 200'W NW 17 AV 1500' E NW 27 AV W/O NW 27 AVE TO LEJEUNE RD 200' W NW 32 AV BRIDG 200' E I-95 200' NNW 103 ST/SR 932 200' S SR 112 200' NNW 125 ST 100' W FLATPK ENT 1500' E NW 12 AV 200' S NW 151 ST 200' N GOLDEN GLADES INTERCHANGE 1700' N SR 5/US-1 200' E SR 826/PALMETTO EXPWY 900' W RED RD/NW 57 AV 900' E RED RD/NW 57 AV 1500' E LEJEUNE RD 400'W NW 12 AV 300' W NW 27 AV 800' E NW 27 AV 200' W BRIDG NW 10 AV 300' W NW 107 AV 300' E NW 107 AV 1600' E NW 87 AV S/O SW 88 ST/KENDALL DR TO SR 874 N/O OKEECHOBEE RD TO CCOUNTY LINE RD N/O SW 8 ST TO SR 836 N/O KENDALL DR TO SW 40 ST/BIRD RD N/O SW 168 ST BET QUAIL ROOST -CORAL REEF S/O SW 186 ST BET SW 216 ST TO QUAIL ROOST DR 10 28395 12821 15574 0 15574 0 0 C 6 16650 8517 8133 0 8133 0 0 D 6 16650 6997 9653 15 9638 0 0 C 6 16650 6759 9891 0 9891 0 0 C 6 16650 8199 8451 0 8451 0 0 C A 3580 1882 1698 10 1688 0 0 C 4 10 28395 12540 15855 0 15855 0 0 C 10 28395 12078 16317 0 16317 0 0 C 10 28395 14769 13626 0 13626 0 0 D 4 8628 3953 4675 0 4675 0 0 B 8 18012 10854 7158 0 7158 0 0 C 8 22515 12274 10241 0 10241 0 0 D 8 18012 10570 7442 0 7442 0 0 C 4 10785 4296 6489 0 6489 0 0 C 8 13390 10432 2958 2 2956 0 0 C 8 15010 14143 867 10 857 0 0 E 8 13390 13742 -352 205 -557 1 0 E 6 10060 10089 -29 205 -234 1 0 E 8 13390 9696 3694 0 3694 0 0 C 6 10060 12020 -1960 121 -2081 1 0 F 6 10060 11123 -1063 0 -1063 1 0 F 6 10060 10743 -683 0 -683 1 0 E 6 10060 8889 1171 266 905 0 1 D 8 15010 11610 3400 0 3400 0 0 D 6 10060 5867 4193 0 4193 0 0 B 6 10060 2842 7218 0 7218 0 0 B 6 10060 3238 6822 1935 4887 0 0 B 6 10060 7197 2863 0 2863 0 0 C 6 10060 4750 5310 0 5310 0 0 B 8 13390 6298 7092 0 7092 0 0 B 4 6700 3779 2921 0 2921 0 0 B E+50 E+50 E+50 E+50 E+50 E E+50 E+50 E+50 EE EE E+50 EE E+50 D E D D D D D D D E D D D D D D C D C C C C C C D B C D C C C E E E C E+9 E+1 E D D B B B C B B Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 2258 2260 2262 2264 2266 2270 2272 2274 2276 2278 2485 2487 2500 2501 2502 2503 2505 2506 2509 2514 2515 2516 2517 2518 2519 2520 2521 2523 2529 2537 2543 2549 2552 2555 2556 2557 2559 2561 2562 2563 2580 3030 3060 5003 5005 5006 5012 FLATNPK. (HEFT/SR 821) FLATNPK. (HEFT/SR 821) FLATNPK. (HEFT/SR 821) FLATNPK. (HEFT/SR 821) FLATNPK. (HEFT/SR 821) FLATNPK. (HEFT/SR 821) FLATNPK. (HEFT/SR 821) SR 874/S DADE EXPWY SR 874/S DADE EXPWY SR 874/S DADE EXPWY SR 9A/I-95 SR 9A/I-95 SR 93/1-75 SR 93/I-75 I-75 (SR 93) SR 93/I-75 I-95/SR 9A I-395/SR 836 SW 137TH AVENUE 500 FT NORTH OF SW 8TH STREET SR 823/NW 57 AV SR 823/NW 57 AV SR 860/MIAMI GARDENS DR N/O SW 137 AVE TO SW 216 ST 6 N/O SW 312 ST TO SW 137 4 AVE N/O SW 320 ST BET US 1- 4 SW312 ST E/O SW 112 AVE BET SW 6 137AVE-SW216 ST S/O DON SHULA EXPWY/SR. 874 TO SW 152 ST 10 N/O BIRD RD/SW 40 ST 6 TO SW8ST S/O OKEECHOBEE RD TO 6 SR 836 2500' N TOLL/S KILLIAN 4 PKWY 300' N KILL AN PKWY 300' NE SW 87 AV 200' S IVES DAIRY RD/SR 852 200' S MIAMI- DADEBROWARD CO LINE 1000' W PALMETTO EXPWY/SR 826 200' S MIAMI GARDENS DR/SR 860 S/O HEFT/SR 821 TO BROWARD CO. LINE 8 4 8 10 8 8 8 200' N FLATPK/HEFT/SR 8 821 200' S NW 6 ST 100' E NW 2 AV 8 8 6 550' N SR 860/NW 183 ST 200' S MIAMI- DADEBROWARD CO LINE 200' W SR 823/RED RD SR 860/MIAMI GARDENS DR 200' W NW 67 AV SR 860/MIAMI GARDENS DR SR 825/SW 137 AV SR 825/SW 137 AV SR 5/US-1 SR 5/US-1 SR 94/KENDALL DR SR 25/US-27/OKEECHOBEE RD SR 9/NW 27 AVE SR 972/SW 22 ST SR959/SW57AVE/RED ROAD SR909/WEST DIXIE HWY SRSBISCAYNE BLVD. SR997/KROME AVE/SW 177AVE SW 88 ST/KENDALL DR SR90/SW8ST/TAMIAMI TRAIL SR5/US1 S DIXIE HWY ONE WAY SB 300' S OF SW 174 ST SR5/US1 S.DIXIE HWY ONE WAY NB 300' S OF SW 174 ST SR 985/SW 107 AVE NE 5 ST NE 2 AVE SR 7/U S-441/N W 7 AV SR 7/U S-441/N W 7 AV SR 7/U S-441/N W 2 AV SR 933/NW 12 AV 800' W OF NW 87 AV 200' S SW 104 ST 200' S SR 94/N KENDALL DR 380' N SW 272 ST 200' N SR 922/NE 123 ST 200' W SW 157 AV 1600' SE OF NW 95 ST. 200' N OF NW 54 ST 100 FT WEST OF SW 17 AV 200'S OF BIRD ROAD/SR 976 50' S OF NE 140 ST 200' N OF NE 104 ST 924' N OF SR94/KENDALL DR 0.25M WEST OF SW 122AVE 200' S OF FLAGLER ST 150'E OF NE 2 AVE. 200'N OF NE 9 ST. 100' N OF NW 6 ST. 200' S OF NW 21 ST. 200' N MIAMI GARDENS DR/SR860 200' N FLAGLER ST/SR 968 A A 4 A 4 A 4 A6 A6 4 6 A 6 A 4 2 4 4 4 A A 6 6 A 3 3 4 4 A 4 10220 6800 6700 10220 16840 10060 10060 6700 18012 6700 18012 16840 13390 13390 13390 13390 13390 13620 6468 5390 5080 4296 4296 3580 5390 5390 4296 6885 4296 5390 4380 3648 3580 4560 3420 3580 5390 3542 3542 3580 4131 3717 4560 4560 6468 4560 2302 7918 0 1799 5001 0 1022 5678 0 1871 8349 0 7700 9140 0 5074. 4986 0 3238 6822 17 7176 -476 7119 10893 6770 -70 11137 6875 0 0 -15 15794 1046 0 10722 2668 2524 11762 1628 822 9321 4069 0 11716 1674 11676 1714 9762 3858 4134 2334 684 0 1 286 3537 1853 0 3713 1367 0 2635 1661 11 3014 1282 94 3789 2409 2612 2832 3209 2345 4562 2149 2353 1090 1595 3637 2558 -209 2981 2778 1464 3676 1951 828 2231 1295 1985 923 862 1436 164 330 1016 0 707 0 49 5 46 1321 2259 0 3694. 1696 5 2220 1322 160 2222 1320 173 2469 630 781 1498 2011 3695 3501 2936 3062 2549 2773 24 1839 2721 0 7918 5001 5678 8349 9140 4986 6805 -476 10893 -70 6890 1046 144 806 4069 990 1714 3857 2048 1853 1367 1650 1188 -1645 2817 2448 448 3676 1244 828 2182 1295 1980 877 862 2259 1691 1162 1147 1087 3501 2936 3062 2549 2773 2721 B B B B B B B E B E D D C D C D D C C C B C C F C C C D C C D D C F C C C C C D D D D D D D D D EE D EE D D D D D D D E+20 D D EE EE E E E EE E+50 EE D E+50 E+20 E E+50 C SUMA SUMA EE EE HE E+50 E+50 E+50 E+50 EE E+50 B B B B B B B E B E D D D D C D D C C C B C C E+45 C C E+7 D C C D D C C D D D 5014 SR 7/SW/NW 7 AV 150' S NW 116 TER 8085 2051 6034 43 5991 0 0 C E+50 C 5017 5042 5047 5049 5053 5058 15065 SR 997/KROME AV BRICKELL AVE SR 5/US-1 SR 5/US-1 SR 5/US-1 SR 5/US-1 200' S NE/NW 8 ST (HOMESTEAD) 200' S SE 8 ST/SR 90/TAMIAMI TRL 100' S FLAGLER ST 50' S OF NE 9 ST 100'NNE 13 ST 200' N NE 29 ST 2 4 6 6 4 4 1410 4560 8085 8085 4560 4560 1583 592 2392 2541 2592 2935 -173 3968 5693 5544 1968 1625 50 18 0 0 0 -223 3968 5675 5544 1968 1625 F C C C D E E E+50 E+50 E+50 E+50 E+50 E+15 C C C D E SR 5/US-1 120' NNE 71 ST A 4 4380 2439 1941 0 1941 0 0 D E+50 D 5079 NW 36 ST (US 27/SR 25) W/O NW7AVE TO NW 17 A AVE 2 1695 11177 1518 10 1518 I0 I0 +D E+50 D 5080 5083 5087 5090 5091 5095 5096 5120 SR 25/US-27/NW 36 ST SR 25/US-27/NW 36 ST NW 36 ST (US 27/SR 25) SR 90/US-41/SW 8 ST/ONE- WAY EB SR 90/US-41/SW 7 ST/ONE- WAY WB SR 90/US-41/SW 8 ST/ONE- WAY EB SR 90/US-41/SW 7 ST/ONE- WAY WB SR 9/SW/NW 27 AV 200' E NW 27 AV 200' W NW 12 AV W/O 4AVE/LEJEUNENW 27 AVE TO NW 2 RD 200' W SR 5/US-1 200' W SR 5/US-1 200' W OF SW 7 AV 200' E SW 7 AV 80' N SW 23 TERRACE 4 21695 A 4 3 3 3 3 4 4380 4380 2754 2754 3717 3717 5370 1631 1299 1702 864 762 1263 1597 1985 2749 396 2678 1890 1992 2454 2120 3385 286 22 0 0 0 0 0 0 2463 374 2678 1890 1992 2454 2120 3385 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D D D C C D D C E+50 E+50 E+50 E E E+50 E+50 E+50 D D D C C D D C 5125 SR 9/SW/NW 27 AV 100' S SW 8 ST/SR 90 4 4296 2529 1767 0 1767 0 0 C E+20 C 5144 SR 7/US-441/SW/NW 7 AV 500' N OF NW 62 ST. 4 4380 1887 2493 7 2486 0 0 D E+50 D 5200 SR 5/US-1 200' S SW 27 AV/SR 9 6 8085 5053 3032 0 3032 0 0 C E+50 C 5201 SR 5/US-1 200' N SW 27 AV/SR 9 6 8085 4929 3156 0 3156 0 0 C E+50 C 5222 NE 163 ST (SR 826) W/O US 1 TONE 19 AVE 6 5400 3459 1941 0 1941 0 0 D E+20 D 5225 SR 826/NE 163 ST 100' E OF NE 20 AVE 6 5400 3001 2399 12 2387 0 0 D E+20 D 5229 SR 826/NE 167 ST 200' W NE 10 AV 6 6750 3716 3034 20 3014 0 0 D E+50 D 5252 SR 25/US-27/OKEECHOBEE RD 200' SE W 12 AV(HIALEAH 6 5390 4466 924 0 924 0 0 C D C 5265 SR 944/HIALEAH DR 200' W SE 8 AV(HIALEAH) 4 2920 1735 1185 10 1175 0 0 D E D 5348 SR 944/NW 54 ST 330' E NW 19 AV 4 3648 1688 1960 41 1919 0 0 D E+20 D 5371 SR 823/RED RD 300' N W 29 ST(HIALEAH) 4 4296 3136 1160 0 1160 0 0 C E+20 C 5372 SR 823/RED RD 100' N SR 932/W 49 ST(HIALEAH) A 4 3580 2689 891 0 891 0 0 C E C 7041 W 68TH ST/NW 122ND ST 200 FT EAST OF W 26TH DRIVE 4 2920 1256 1664 0 1664 0 0 C D C 7064 SW 137TH AVE NORTH OF SW 328TH ST NORTH OF SW 328TH ST 4 3222 630 2592 0 2592 0 0 C D C NW 122 ST- 300 FET EAST OF 17076 NW 92 AVE 4 2920 1034 1886 0 1886 0 0 C D C EE = 120% of LOS E, Extraordinary Transit between Infill Area and Urban Development Boundary HE = LOS E, 20 Minutes Headway between Infill Area and Urban Development Boundary LrtJV — 1 JV %o 01 LAJ3 L. r xiraorulnary 1ransii In 1n1n1 'Area E+20 = 120% of LOS E, 20 Minutes Transit Headway in Infill Area SUMA = State Urban Minor Arterial between Infill Area and Urban Development Boundary CL = Road Classification and No. Lanes; A = Arterial C = Collector; - = Negative Number Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Synopsis Data COUNTY: STATION: DESCRIPTION: START DATE: START TIME: 87 5141 SR 7/US-441/NW 7 AV, 120' S OF NW 56 ST. 07/23/2024 0000 TIME 1ST DIRECTION: N 2ND 3RD 4TH TOTAL DIRECTION: S 1ST 2ND 3RD 4TH COMBINED TOTAL TOTAL 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 68 56 31 23 28 33 74 117 152 123 132 164 175 170 224 251 296 328 292 175 147 167 162 123 58 43 10 15 22 32 99 126 142 118 148 154 162 199 204 262 305 307 277 180 150 170 121 136 56 30 20 23 26 50 103 145 136 139 138 161 188 193 238 280 278 288 219 184 174 135 142 155 51 22 27 20 31 72 110 197 133 139 141 155 180 192 276 290 302 269 200 204 160 148 110 125 233 151 88 81 107 187 386 585 563 519 559 634 705 754 942 1083 1181 1192 988 743 631 620 535 539 48 24 19 21 17 46 126 209 241 242 153 141 166 152 160 205 180 186 225 155 114 82 100 67 37 26 28 21 21 21 16 16 27 28 45 77 172 233 191 243 247 259 229 238 144 146 147 154 154 149 159 154 139 152 152 167 190 178 186 191 221 208 144 125 98 101 107 102 90 85 55 66 26 21 20 18 28 104 225 273 281 187 169 189 169 178 164 175 189 220 167 128 96 76 78 60 137 94 81 71 100 272 756 916 1028 896 612 631 638 643 615 699 737 783 821 552 409 367 353 248 370 245 169 152 207 459 1142 1501 1591 1415 1171 1265 1343 1397 1557 1782 1918 1975 1809 1295 1040 987 888 787 24-HOUR TOTALS: 14006 12459 26465 A.M. P.M. DAILY DIRECTION: N HOUR VOLUME 730 636 1645 1225 1645 1225 TRUCK PERCENTAGE 3.67 PEAK VOLUME INFORMATION DIRECTION: S HOUR VOLUME 815 1029 1745 874 815 1029 4.65 COMBINED DIRECTIONS HOUR VOLUME 745 1647 1730 1983 1730 1983 4.13 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk DIR 1 2 3 N 169 11213 2110 S 237 9111 2532 CLASSIFICATION SUMMARY DATABASE 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL 127 310 18 2 33 24 0 0 0 0 0 0 514 14006 101 408 18 1 32 17 1 0 0 1 0 0 579 12459 GENERATED BY SPS 5.0.0.61 COUNTY: STATION: DESCRIPTION: START DATE: START TIME: 87 5141 SR 7/US-441/NW 7 AV, 120' S OF NW 56 ST. 07/24/2024 0000 TIME 1ST DIRECTION: N 2ND 3RD 4TH TOTAL DIRECTION: S 1ST 2ND 3RD 4TH COMBINED TOTAL TOTAL 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 93 48 29 15 19 36 86 124 160 140 146 187 205 167 214 225 306 293 201 180 163 166 181 163 71 34 34 30 32 42 99 125 165 155 156 163 172 214 212 272 313 338 242 215 168 158 212 154 56 30 34 21 29 51 110 157 137 132 132 137 183 186 196 322 309 299 218 177 172 143 173 156 58 41 23 25 22 57 100 172 121 108 141 170 187 200 265 286 277 277 229 210 181 150 132 139 278 153 120 91 102 186 395 578 583 535 575 657 747 767 887 1105 1205 1207 890 782 684 617 698 612 46 35 14 14 24 35 134 200 232 208 167 124 155 155 149 160 168 222 189 174 119 89 89 72 40 38 20 24 14 18 19 18 26 23 52 79 172 226 219 242 246 282 230 211 174 158 158 166 194 157 150 159 164 187 161 191 199 243 204 212 230 215 125 141 106 128 93 109 85 102 71 48 31 21 16 12 40 70 226 279 285 218 163 151 158 162 171 182 242 176 176 127 123 103 83 49 155 100 62 63 113 236 758 940 1045 867 662 599 664 626 671 694 852 814 810 567 476 394 359 240 433 253 182 154 215 422 1153 1518 1628 1402 1237 1256 1411 1393 1558 1799 2057 2021 1700 1349 1160 1011 1057 852 24-HOUR TOTALS: 14454 12767 27221 A.M. P.M. DAILY DIRECTION: N HOUR VOLUME 730 654 1530 1227 1530 1227 TRUCK PERCENTAGE 3.66 PEAK VOLUME INFORMATION DIRECTION: S HOUR VOLUME 800 1045 1630 911 800 1045 4.28 COMBINED DIRECTIONS HOUR VOLUME 745 1673 1630 2128 1630 2128 3.95 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk DIR 1 2 3 N 184 11532 2209 S 255 9303 2663 CLASSIFICATION SUMMARY DATABASE 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL 127 310 22 0 43 26 1 0 0 0 0 0 529 14454 108 372 12 0 36 16 1 0 0 1 0 0 546 12767 GENERATED BY SPS 5.0.0.61 COUNTY: STATION: DESCRIPTION: START DATE: START TIME: 87 5141 SR 7/US-441/NW 7 AV, 120' S OF NW 56 ST. 07/25/2024 0000 TIME 1ST DIRECTION: N 2ND 3RD 4TH TOTAL DIRECTION: S 1ST 2ND 3RD 4TH COMBINED TOTAL TOTAL 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 94 61 41 36 34 41 94 133 141 147 156 161 188 172 220 266 245 288 277 163 139 171 124 121 86 54 45 29 32 43 100 131 150 128 139 153 163 200 237 285 304 316 249 174 143 133 121 105 60 48 29 30 32 56 103 144 150 157 141 188 178 185 235 293 290 335 217 200 141 126 87 121 68 36 31 31 32 56 119 195 131 136 149 176 210 201 280 285 294 287 187 192 173 137 93 111 308 199 146 126 130 196 416 603 572 568 585 678 739 758 972 1129 1133 1226 930 729 596 567 425 458 34 32 21 16 24 39 108 183 236 186 153 134 159 144 170 173 188 181 194 129 93 109 78 48 50 23 38 18 22 20 30 28 28 26 64 78 182 228 209 222 257 291 211 202 176 159 169 152 156 180 190 176 157 191 175 166 186 155 189 197 188 182 125 128 105 107 82 75 58 105 47 49 33 32 25 15 30 96 209 267 222 172 144 179 158 152 190 155 165 161 142 98 116 84 84 50 140 120 88 89 108 277 727 881 1006 771 632 634 653 662 708 669 694 728 706 480 421 350 325 194 448 319 234 215 238 473 1143 1484 1578 1339 1217 1312 1392 1420 1680 1798 1827 1954 1636 1209 1017 917 750 652 24-HOUR TOTALS: 14189 12063 26252 A.M. P.M. DAILY DIRECTION: N HOUR VOLUME 745 636 1645 1233 1645 1233 TRUCK PERCENTAGE 3.46 PEAK VOLUME INFORMATION DIRECTION: S HOUR VOLUME 745 1051 1715 741 745 1051 4.40 COMBINED DIRECTIONS HOUR VOLUME 745 1687 1645 1965 1645 1965 3.89 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk DIR 1 2 3 N 184 11193 2321 S 231 8705 2596 CLASSIFICATION SUMMARY DATABASE 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL 117 294 21 2 28 28 1 0 0 0 0 0 491 14189 90 373 25 1 24 18 0 0 0 0 0 0 531 12063 GENERATED BY SPS 5.0.0.61 COUNTY: 87 STATION: 2553 DESCRIPTION: SR9A/I-95 NORTH -SOUTH EXWY, 200' S OF NW 62 ST START DATE: 10/01/2024 START TIME: 0000 DIRECTION: N DIRECTION: S COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 653 405 251 261 247 435 1090 1300 1111 1031 1283 1276 1288 1357 1252 1162 1098 1150 1133 1200 1232 1122 1144 1140 514 337 262 230 301 551 1052 1304 1052 1056 1323 1257 1270 1173 1235 1287 1088 1057 1164 1240 1171 1086 1206 1093 475 269 250 240 333 745 952 1173 1025 1036 1320 1246 1156 1194 1198 932 1132 1073 1120 1192 1105 1074 1125 970 408 303 250 244 336 943 1124 1159 933 1093 1218 1255 1316 1089 1256 1168 1089 1127 1115 1140 1066 1100 1196 847 2050 1314 1013 975 1217 2674 4218 4936 4121 4216 5144 5034 5030 4813 4941 4549 4407 4407 4532 4772 4574 4382 4671 4050 422 527 347 371 410 660 955 816 916 1073 1297 1452 1564 1636 1545 1476 1494 1481 1589 1191 1085 928 910 613 464 430 424 322 356 341 326 410 448 480 915 823 1012 986 859 875 887 1025 1179 1263 1392 1396 1390 1556 1524 1618 1637 1566 1628 1573 1589 1480 1586 1547 1595 1426 1564 1396 1191 1157 1075 1167 989 969 970 928 594 599 497 369 355 395 518 800 747 843 888 1218 1401 1519 1574 1514 1464 1460 1430 1451 1216 1090 880 816 735 495 1813 1642 1399 1502 1856 3198 3700 3393 3716 4733 5486 5917 6280 6353 6210 6005 6057 5953 5765 4629 4207 3702 3543 2301 3863 2956 2412 2477 3073 5872 7918 8329 7837 8949 10630 10951 11310 11166 11151 10554 10464 10360 10297 9401 8781 8084 8214 6351 24-HOUR TOTALS: 92040 99360 191400 A.M. P.M. DAILY PEAK VOLUME INFORMATION DIRECTION: N DIRECTION: S COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME 700 4936 845 4403 845 R459 1215 5099 1230 6465 1230 1114671 1000 5144 1230 6465 1230 11467 TRUCK PERCENTAGE 11.65 2.72 7.01 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL N 425 68565 12331 521 1711 1003 327 2013 2751 2393 0 0 0 0 0 10719 92040 S 366 65078 31213 232 1376 43 23 151 380 242 0 0 256 0 0 2703 99360 GENERATED BY SPS 5.0.53P COUNTY: 87 STATION: 2553 DESCRIPTION: SR9A/I-95 NORTH -SOUTH EXWY, 200' S OF NW 62 ST START DATE: 10/02/2024 START TIME: 0000 DIRECTION: N DIRECTION: S COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 888 630 530 456 346 396 610 866 992 1030 1089 1197 1287 938 1245 1328 1212 1356 1381 1376 1244 1147 1127 1184 793 565 432 446 378 394 646 983 1001 1045 1076 1222 1328 900 1280 1183 1290 1267 1355 1272 1187 1152 1084 1222 719 522 436 358 410 424 644 919 959 1053 1164 1202 1178 669 1415 1277 1230 1350 1263 1248 1151 1042 1105 1018 667 470 491 356 375 605 744 912 945 981 1322 1123 1079 906 1364 1265 1314 1303 1232 1204 1094 1107 1102 1001 3067 2187 1889 1616 1509 1819 2644 3680 3897 4109 4651 4744 4872 3413 5304 5053 5046 5276 5231 5100 4676 4448 4418 4425 478 283 195 296 388 707 1258 1370 1140 1394 1605 1660 1569 1518 1621 1338 1213 1071 1055 1170 1114 1109 815 872 457 271 208 303 439 866 1339 1185 1206 1552 1642 1556 1688 1650 1422 1284 1172 1075 1096 1200 1114 1014 860 813 404 250 242 323 480 967 1360 1398 1199 1412 1558 1535 1553 1595 1336 1153 1208 1105 1065 1151 1072 928 823 732 362 269 235 289 603 955 1381 1558 1243 1620 1610 1491 1574 1636 1416 1177 1222 1092 1124 1106 1056 919 822 621 1701 1073 880 1211 1910 3495 5338 5511 4788 5978 6415 6242 6384 6399 5795 4952 4815 4343 4340 4627 4356 3970 3320 3038 4768 3260 2769 2827 3419 5314 7982 9191 8685 10087 11066 10986 11256 9812 11099 10005 9861 9619 9571 9727 9032 8418 7738 7463 24-HOUR TOTALS: 93074 100881 193955 A.M. P.M. DAILY PEAK VOLUME INFORMATION DIRECTION: N DIRECTION: S COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME 845 4073 845 5601 845 9674 1730 5389 1315 6502 1200 11256 1730 5389 1315 6502 1045 11304 TRUCK PERCENTAGE 11.30 8.08 9.63 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL N 551 71712 10291 278 1100 738 254 2002 2969 3179 0 0 0 0 0 10520 93074 S 609 68341 23778 583 2177 576 91 1476 2050 862 0 0 338 0 0 8153 100881 GENERATED BY SPS 5.0.53P COUNTY: 87 STATION: 2553 DESCRIPTION: SR9A/I-95 NORTH -SOUTH EXWY, 200' S OF NW 62 ST START DATE: 10/03/2024 START TIME: 0000 DIRECTION: N DIRECTION: S COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 969 944 852 766 3531 0100 734 752 637 688 2811 0200 634 570 543 505 2252 0300 533 516 439 426 1914 0400 403 418 376 428 1625 0500 441 415 368 449 1673 0600 479 414 452 549 1894 0700 611 691 727 631 2660 0800 707 659 673 717 2756 0900 793 864 912 963 3532 1000 1046 1070 1042 1092 4250 1100 1159 1081 1020 678 3938 1200 655 747 1295 1023 3720 1300 1150 1144 1166 1137 4597 1400 1180 1207 1159 1299 4845 1500 1341 1352 1413 1285 5391 1600 1363 1479 1418 1426 5686 1700 1401 1286 1300 1301 5288 1800 1290 1325 1251 1220 5086 1900 1248 1272 1270 1199 4989 2000 1121 1145 1197 994 4457 2100 982 955 963 1057 3957 2200 965 944 898 886 3693 2300 974 904 753 634 3265 572 434 252 267 277 440 943 1177 1164 1141 1122 1098 1103 1127 1098 1094 1111 1163 1207 1189 1164 1065 1198 1198 562 499 365 373 272 243 267 243 315 323 491 628 951 958 1201 1209 1126 1076 1188 1123 1214 1194 1199 1090 1144 959 1164 1174 1066 1121 1143 1058 1076 1184 1175 1144 1073 1066 1153 1203 1152 1073 981 1026 1149 1035 882 780 410 286 230 281 339 762 1018 1165 1092 1098 1246 1061 950 1205 1101 1032 1188 1157 1090 1173 1053 1105 987 821 2043 1458 997 1058 1254 2321 3870 4752 4458 4550 4776 4448 4156 4670 4386 4327 4559 4639 4436 4718 4442 4177 4369 3681 5574 4269 3249 2972 2879 3994 5764 7412 7214 8082 9026 8386 7876 9267 9231 9718 10245 9927 9522 9707 8899 8134 8062 6946 24-HOUR TOTALS: 87810 88545 176355 A.M. P.M. DAILY PEAK VOLUME INFORMATION DIRECTION: N DIRECTION: S COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME 845 3286 700 4752 845 7830 1615 5724 1630 4710 1615 10335 1615 5724 1000 4776 1615 10335 TRUCK PERCENTAGE 8.49 12.97 10.74 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL N 382 71960 8014 147 660 404 89 1311 2614 2228 0 1 0 0 0 7454 87810 S 503 62363 14199 481 1663 814 273 2494 3700 1805 0 0 250 0 0 11480 88545 GENERATED BY SPS 5.0.53P COUNTY: STATION: DESCRIPTION: START DATE: START TIME: 87 8338 NW 2ND AVE, 200' SOUTH OF NW 79TH STREET 10/24/2024 0000 TIME 1ST DIRECTION: N 2ND 3RD 4TH TOTAL DIRECTION: S COMBINED 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 15 10 8 7 7 7 9 44 50 36 42 41 50 46 52 90 119 125 108 58 43 34 18 26 7 6 12 9 3 9 14 53 51 27 31 41 40 55 58 109 100 164 100 72 39 24 24 19 3 11 4 12 7 19 70 43 34 39 39 50 43 76 126 142 136 101 60 32 24 29 21 8 10 4 4 3 7 11 19 44 48 31 26 38 50 52 110 92 127 114 64 46 31 23 19 17 40 23 35 23 29 34 61 211 192 128 138 159 190 196 296 417 488 539 373 236 145 105 90 83 7 8 6 3 24 2 3 4 0 9 2 4 0 3 9 6 6 1 2 15 2 0 4 5 11 5 6 7 11 29 4 17 13 19 53 36 31 24 41 132 31 35 40 31 137 29 31 22 23 105 24 15 18 15 72 19 17 20 31 87 20 15 10 15 60 16 11 29 17 73 21 32 22 31 106 15 20 24 18 77 21 18 27 15 81 16 23 22 15 76 27 16 22 22 87 16 21 28 12 77 15 18 15 12 60 5 18 10 12 45 9 6 11 8 34 8 9 6 6 29 64 32 44 38 40 63 114 343 329 233 210 246 250 269 402 494 569 615 460 313 205 150 124 112 24-HOUR TOTALS: 4231 1488 5719 A.M. P.M. DAILY DIRECTION: N HOUR VOLUME 715 217 1630 558 1630 558 GENERATED BY SPS 5.0.0.61 PEAK VOLUME INFORMATION DIRECTION: S HOUR VOLUME 745 147 1400 106 745 147 COMBINED DIRECTIONS HOUR VOLUME 730 346 1630 1630 ti'IA 639 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station: Description: Start Date: Start Time: 87 8269 NORTH MIAMI AVENUE, 200' SOUTH OF NW 79TH STREET 05/11/2023 0000 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 41 53 33 24 151 1 35 24 29 22 110 1 261 0100 27 29 16 18 90 1 13 19 14 15 61 1 151 0200 14 15 12 18 59 1 16 7 16 15 54 1 113 0300 19 14 11 6 50 1 6 11 12 13 42 1 92 0400 9 13 16 10 48 1 13 17 15 24 69 1 117 0500 19 18 28 33 98 1 16 25 43 42 126 1 224 0600 39 43 52 75 209 1 42 58 128 132 360 1 569 0700 77 105 125 144 451 1 185 287 285 306 1063 1 1514 0800 163 144 151 164 622 1 296 297 280 300 1173 1 1795 0900 105 125 97 100 427 1 238 229 187 192 846 1 1273 1000 128 111 103 111 453 1 146 137 121 153 557 1 1010 1100 122 106 120 109 457 1 113 113 101 116 443 1 900 1200 100 140 132 148 520 1 92 95 107 116 410 1 930 1300 141 122 146 148 557 1 110 113 123 138 484 1 1041 1400 156 183 186 236 761 1 132 143 156 146 577 1 1338 1500 248 320 311 299 1178 1 135 164 137 158 594 1 1772 1600 305 338 323 340 1306 1 156 165 165 135 621 1 1927 1700 340 323 345 326 1334 1 169 173 144 149 635 1 1969 1800 295 310 277 225 1107 1 147 152 126 175 600 1 1707 1900 206 152 161 133 652 1 140 129 144 113 526 1 1178 2000 170 103 110 118 501 1 109 104 107 93 413 1 914 2100 96 95 103 95 389 1 85 87 81 67 320 1 709 2200 108 104 80 68 360 1 57 69 45 56 227 1 587 2300 66 73 52 48 239 1 46 44 43 37 170 1 409 24-Hour Totals: 12019 10481 22500 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 622 730 1184 800 1795 P.M. 1645 1348 1545 644 1615 r175771 Daily 1645 1348 730 1184 1615 1975 Generated by SPS 5.0.0.61 COUNTY: 87 STATION: 8351 DESCRIPTION: NE 2ND AVE, 200' NORTH OF NE 96TH STREET START DATE: 01/31/2024 START TIME: 0000 DIRECTION: N DIRECTION: S COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 16 10 10 5 41 0100 9 6 3 3 21 0200 4 5 4 4 17 0300 1 3 1 1 6 0400 1 3 4 6 14 0500 4 8 4 11 27 0600 21 19 24 22 86 0700 38 42 68 67 215 0800 82 82 83 85 332 0900 68 72 63 66 269 1000 72 73 53 83 281 1100 66 75 68 79 288 1200 91 82 83 88 344 1300 82 98 106 110 396 1400 80 124 99 106 409 1500 101 109 106 130 446 1600 121 124 132 127 504 1700 131 118 129 132 510 1800 145 124 117 127 513 1900 105 93 73 67 338 2000 48 54 54 51 207 2100 37 49 38 28 152 2200 53 24 17 25 119 2300 20 20 18 22 80 8 8 10 3 29 3 3 3 3 12 1 2 1 1 5 1 2 3 1 7 0 3 7 10 20 13 15 20 22 70 23 35 63 72 193 81 118 116 134 449 106 113 108 85 412 105 86 80 70 341 87 65 75 53 280 56 64 52 71 243 59 76 48 77 260 73 63 57 68 261 83 63 62 70 278 80 66 74 60 280 58 55 51 55 219 54 59 52 56 221 48 53 53 50 204 56 56 54 41 207 40 37 23 29 129 29 33 16 21 99 12 19 21 16 68 9 5 11 4 29 70 33 22 13 34 97 279 664 744 610 561 531 604 657 687 726 723 731 717 545 336 251 187 109 24-HOUR TOTALS: 5615 4316 9931 A.M. P.M. DAILY PEAK VOLUME INFORMATION DIRECTION: N DIRECTION: S COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME 800 332 715 474 745 775 1730 530 1445 290 1715 739 1730 530 715 474 745 775 TRUCK PERCENTAGE 6.43 5.33 5.95 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL N 117 4617 520 83 134 53 12 39 20 3 12 3 2 0 0 361 5615 S 78 3681 327 68 87 38 9 12 7 1 5 1 2 0 0 230 4316 GENERATED BY SPS 5.0.49P COUNTY: STATION: DESCRIPTION: START DATE: START TIME: 87 8351 NE 2ND AVE, 200' NORTH OF NE 96TH STREET 02/01/2024 0000 TIME 1ST DIRECTION: N 2ND 3RD 4TH TOTAL DIRECTION: S 1ST 2ND 3RD 4TH COMBINED TOTAL TOTAL 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 11 7 4 3 0 5 11 37 76 62 69 78 88 82 107 103 129 95 130 120 56 42 42 28 3 7 24 51 71 60 79 76 82 97 101 137 113 91 144 93 66 37 38 28 16 4 2 7 4 2 1 2 4 9 26 63 87 74 76 98 90 95 107 107 93 126 93 82 42 40 27 20 24 59 64 76 87 76 93 89 119 123 139 115 111 66 39 23 20 12 7 41 10 25 3 11 2 8 8 15 8 29 85 210 298 272 311 328 353 363 434 470 474 427 478 361 203 142 127 88 10 4 4 1 2 10 27 88 1 130 1 84 77 61 68 64 60 52 53 41 42 52 43 33 15 12 19 47 19 26 79 60 63 72 61 70 71 80 37 50 50 32 27 23 11 9 6 2 3 2 3 2 4 5 6 15 57 122 105 88 67 66 69 64 69 74 54 54 47 46 31 24 16 9 3 3 4 12 19 75 115 98 59 53 74 54 73 62 57 60 64 59 53 27 31 17 7 5 30 12 12 11 25 63 206 444 459 310 257 264 263 262 261 254 247 196 198 201 133 115 71 39 71 37 23 19 40 92 291 654 757 582 568 592 616 625 695 724 721 623 676 562 336 257 198 127 24-HOUR TOTALS: 5553 4333 9886 A.M. P.M. DAILY DIRECTION: N HOUR VOLUME 800 298 1730 515 1730 515 TRUCK PERCENTAGE 6.84 PEAK VOLUME INFORMATION DIRECTION: S HOUR VOLUME 730 493 1345 272 730 493 6.19 COMBINED DIRECTIONS HOUR VOLUME 745 1515 147til 745 769 6.55 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk DIR N S 1 2 96 4557 100 3647 CLASSIFICATION SUMMARY DATABASE 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL 520 75 150 45 25 46 12 8 10 6 3 0 0 380 5553 318 77 103 36 7 29 3 1 6 2 4 0 0 268 4333 GENERATED BY SPS 5.0.49P County: 87 Station: 8707 Description: NE 2ND AVE 100 FT NORTH OF NE 71ST ST Start Date: 05/11/2023 Start Time: 0000 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 31 22 21 18 92 1 23 15 13 15 66 1 158 0100 16 8 7 9 40 1 10 10 7 8 35 1 75 0200 11 7 10 4 32 1 2 6 11 5 24 1 56 0300 6 10 8 7 31 1 9 13 5 8 35 1 66 0400 7 6 8 3 24 1 6 13 13 16 48 1 72 0500 14 11 11 18 54 1 20 17 26 33 96 1 150 0600 25 23 23 29 100 1 32 57 90 106 285 1 385 0700 36 54 78 93 261 1 114 175 202 214 705 1 966 0800 78 89 83 72 322 1 187 194 192 164 737 1 1059 0900 73 68 76 76 293 1 129 109 123 116 477 1 770 1000 78 66 90 80 314 1 111 100 97 94 402 1 716 1100 76 88 79 90 333 1 86 99 120 97 402 1 735 1200 88 94 97 92 371 1 84 113 92 86 375 1 746 1300 93 85 108 92 378 1 111 86 108 125 430 1 808 1400 99 115 100 103 417 1 97 104 91 95 387 1 804 1500 140 160 177 158 635 1 143 128 110 108 489 1 1124 1600 161 188 202 174 725 1 114 131 90 117 452 1 1177 1700 187 203 179 195 764 1 117 103 88 119 427 1 1191 1800 171 138 129 139 577 1 95 96 111 100 402 1 979 1900 125 104 112 101 442 1 103 77 105 82 367 1 809 2000 95 82 95 62 334 1 88 69 88 51 296 1 630 2100 62 67 58 56 243 1 51 44 51 38 184 1 427 2200 66 46 59 49 220 1 35 40 40 36 151 1 371 2300 58 44 66 33 201 1 42 27 23 26 118 1 319 24-Hour Totals: 7203 7390 14593 Direction: N Peak Volume Information Direction: S Combined Directions Hour Volume Hour Volume Hour A.M. 745 343 730 797 730 P.M. 1630 766 1500 489 1615 Daily 1630 766 730 797 1615 Generated by SPS 5.0.0.61 Volume 1135 1206 1206 COUNTY: STATION: DESCRIPTION: START DATE: START TIME: 87 5068 SR 5/US-1, 200' N NE 79 ST/SR 934 07/23/2024 0000 DIRECTION: N DIRECTION: S COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 131 110 112 77 430 0100 85 61 64 54 264 0200 44 54 43 36 177 0300 41 32 43 32 148 0400 32 39 37 36 144 0500 41 52 61 80 234 0600 57 108 129 120 414 0700 125 152 175 221 673 0800 210 228 265 286 989 0900 266 234 233 221 954 1000 247 213 237 253 950 1100 249 249 241 332 1071 1200 275 315 308 272 1170 1300 294 262 304 300 1160 1400 288 382 337 370 1377 1500 358 349 373 394 1474 1600 345 366 352 359 1422 1700 377 350 354 378 1459 1800 351 352 335 308 1346 1900 303 282 283 272 1140 2000 231 245 176 190 842 2100 209 180 178 181 748 2200 151 163 157 130 601 2300 131 145 137 111 524 99 56 41 23 44 40 129 299 361 413 367 331 310 254 272 266 273 278 318 287 279 241 166 138 107 78 43 58 32 21 41 35 38 42 60 111 192 297 329 354 375 418 410 395 349 353 280 323 323 298 240 281 279 268 287 285 289 283 338 289 344 344 274 265 220 217 217 234 158 141 115 78 62 43 31 22 47 118 321 364 443 375 349 367 273 261 295 302 279 343 336 243 225 177 125 86 346 200 125 121 171 329 939 1346 1597 1593 1418 1301 1204 1036 1114 1140 1124 1248 1342 1069 941 869 590 417 776 464 302 269 315 563 1353 2019 2586 2547 2368 2372 2374 2196 2491 2614 2546 2707 2688 2209 1783 1617 1191 941 24-HOUR TOTALS: 19711 21580 41291 A.M. P.M. DAILY PEAK VOLUME INFORMATION DIRECTION: N DIRECTION: S COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME 830 1051 830 1684 830 2735 1530 1478 1745 1349 1745 2765 1530 1478 830 1684 1745 2765 GENERATED BY SPS 5.0.0.61 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk COUNTY: STATION: DESCRIPTION: START DATE: START TIME: 87 5068 SR 5/US-1, 200' N NE 79 ST/SR 934 07/24/2024 0000 DIRECTION: N DIRECTION: S COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 99 89 99 71 358 0100 58 50 42 48 198 0200 41 42 35 30 148 0300 26 27 27 29 109 0400 30 24 34 31 119 0500 39 46 69 64 218 0600 87 108 125 134 454 0700 127 160 176 201 664 0800 194 227 293 264 978 0900 277 271 222 204 974 1000 233 240 239 208 920 1100 250 254 296 285 1085 1200 286 285 316 277 1164 1300 287 296 251 279 1113 1400 309 301 298 336 1244 1500 310 361 343 364 1378 1600 379 368 362 371 1480 1700 344 358 347 401 1450 1800 366 362 365 329 1422 1900 269 304 264 279 1116 2000 240 275 225 227 967 2100 182 185 194 187 748 2200 141 180 172 165 658 2300 143 163 149 119 574 76 72 64 70 282 31 46 36 28 141 33 27 35 24 119 18 23 25 28 94 24 30 37 32 123 38 52 105 125 320 147 243 327 387 1104 390 392 419 395 1596 373 394 442 456 1665 429 397 390 377 1593 341 335 321 328 1325 321 331 288 334 1274 297 294 304 330 1225 299 292 293 281 1165 281 331 282 342 1236 250 289 287 329 1155 282 297 355 339 1273 316 353 349 391 1409 375 330 346 312 1363 320 267 222 229 1038 243 255 258 221 977 229 206 208 188 831 187 188 170 160 705 114 122 99 95 430 640 339 267 203 242 538 1558 2260 2643 2567 2245 2359 2389 2278 2480 2533 2753 2859 2785 2154 1944 1579 1363 1004 24-HOUR TOTALS: 19539 22443 41982 A.M. P.M. DAILY DIRECTION: N HOUR VOLUME 830 1105 1745 1494 1745 1494 GENERATED BY SPS 5.0.0.61 PEAK VOLUME INFORMATION DIRECTION: S COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME 830 1724 830 2829 1715 1468 1715 830 1724 1715 IPMENOI 2940 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk COUNTY: STATION: DESCRIPTION: START DATE: START TIME: 87 5068 SR 5/US-1, 200' N NE 79 ST/SR 934 07/25/2024 0000 DIRECTION: N DIRECTION: S COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 106 100 74 84 364 0100 74 49 63 50 236 0200 39 48 42 39 168 0300 35 31 21 33 120 0400 25 36 34 41 136 0500 48 47 64 67 226 0600 72 126 126 113 437 0700 156 123 169 217 665 0800 212 217 247 306 982 0900 254 254 217 230 955 1000 224 214 221 243 902 1100 255 251 270 317 1093 1200 338 310 297 291 1236 1300 274 304 261 271 1110 1400 290 300 283 340 1213 1500 353 360 375 353 1441 1600 368 373 367 347 1455 1700 360 332 367 367 1426 1800 388 343 374 350 1455 1900 322 317 321 277 1237 2000 274 281 220 189 964 2100 213 201 186 202 802 2200 185 186 172 168 711 2300 180 178 172 121 651 59 67 55 52 233 55 49 29 36 169 26 38 47 28 139 20 17 35 21 93 28 36 37 39 140 45 73 107 133 358 135 229 346 357 1067 365 472 421 437 1695 438 394 457 485 1774 453 423 413 394 1683 358 348 328 339 1373 375 326 317 343 1361 292 300 301 316 1209 306 290 317 323 1236 275 289 299 318 1181 251 289 298 309 1147 283 329 345 308 1265 323 305 304 295 1227 303 292 328 328 1251 268 274 253 277 1072 238 256 255 223 972 220 255 225 225 925 169 194 161 158 682 127 135 139 110 511 597 405 307 213 276 584 1504 2360 2756 2638 2275 2454 2445 2346 2394 2588 2720 2653 2706 2309 1936 1727 1393 1162 24-HOUR TOTALS: 19985 22763 42748 A.M. P.M. DAILY PEAK VOLUME INFORMATION DIRECTION: N DIRECTION: S COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME 830 1061 830 1818 830 2879 1745 1472 1615 1305 1615 2752 1745 1472 830 1818 830 2879 GENERATED BY SPS 5.0.0.61 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk COUNTY: STATION: DESCRIPTION: START DATE: START TIME: 87 2547 SR-934/EAST 25 ST. 400' E FLAMINGO WAY 06/18/2024 0000 TIME 1ST DIRECTION: E 2ND 3RD 4TH TOTAL DIRECTION: W COMBINED 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 35 13 4 15 13 30 102 142 147 131 129 117 100 147 111 129 147 116 144 82 78 100 99 47 19 9 7 13 33 52 129 158 154 115 154 108 160 143 171 136 131 136 141 149 97 77 71 50 18 18 14 7 40 74 141 117 161 115 141 96 137 138 109 161 154 133 134 111 88 87 70 42 15 23 95 159 170 127 116 125 148 134 134 122 143 128 145 112 95 80 78 55 21 18 13 90 53 8 33 50 109 251 531 587 589 477 549 469 531 562 513 569 560 530 531 437 343 342 295 160 9 17 20 8 14 18 18 10 12 7 5 5 25 18 23 31 39 47 76 93 106 81 120 78 101 108 110 129 113 122 85 100 106 109 119 141 114 133 121 124 134 126 126 129 143 126 132 139 140 132 141 173 129 118 124 120 121 77 127 91 66 69 87 57 41 104 52 51 45 38 31 33 15 15 15 12 21 69 100 113 110 123 132 136 125 110 124 157 100 123 111 93 79 67 42 28 61 55 55 29 87 186 375 392 429 487 423 505 493 494 522 554 513 543 476 388 301 269 190 130 151 108 88 79 196 437 906 979 1018 964 972 974 1024 1056 1035 1123 1073 1073 1007 825 644 611 485 290 24-HOUR TOTALS: 9161 7957 17118 A.M. P.M. DAILY DIRECTION: E HOUR VOLUME 745 632 1515 587 745 632 GENERATED BY SPS 5.0.0.61 PEAK VOLUME INFORMATION DIRECTION: W HOUR VOLUME 845 474 1545 570 1545 570 COMBINED DIRECTIONS HOUR VOLUME 745 1064 1515 1155 1515 1155 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk COUNTY: STATION: DESCRIPTION: START DATE: START TIME: 87 2547 SR-934/EAST 25 ST. 400' E FLAMINGO WAY 06/19/2024 0000 TIME 1ST DIRECTION: E 2ND 3RD 4TH TOTAL DIRECTION: W COMBINED 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 18 17 10 15 17 40 108 155 116 145 127 141 115 156 142 116 161 149 161 117 124 82 74 38 20 31 13 6 20 50 117 119 152 134 121 132 91 135 148 143 151 153 141 130 90 83 54 48 20 17 10 14 34 92 138 138 154 117 102 130 143 137 141 139 142 145 120 95 115 77 44 31 16 9 10 19 22 101 148 133 128 158 102 113 116 115 144 135 128 125 95 106 61 93 39 25 74 74 43 54 93 283 511 545 550 554 452 516 465 543 575 533 582 572 517 448 390 335 211 142 19 11 16 8 13 31 61 89 100 113 107 132 133 116 126 133 161 156 119 97 80 65 59 32 13 21 22 13 8 11 5 13 20 5 37 54 115 88 114 101 108 136 116 107 122 122 140 122 131 133 126 122 134 139 144 147 129 118 131 128 107 117 97 107 73 61 78 77 41 41 23 31 15 12 12 18 29 61 76 113 119 112 124 142 149 129 124 152 131 137 70 95 73 59 27 20 68 58 47 44 67 183 340 417 463 448 475 536 546 493 523 576 539 552 413 396 287 279 168 106 142 132 90 98 160 466 851 962 1013 1002 927 1052 1011 1036 1098 1109 1121 1124 930 844 677 614 379 248 24-HOUR TOTALS: 9062 8024 17086 A.M. P.M. DAILY DIRECTION: E HOUR VOLUME 815 579 1545 589 1545 589 GENERATED BY SPS 5.0.0.61 PEAK VOLUME INFORMATION DIRECTION: W HOUR VOLUME 830 484 1515 604 1515 604 COMBINED DIRECTIONS HOUR VOLUME 815 1055 1515 1182 1515 1182 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk COUNTY: STATION: DESCRIPTION: START DATE: START TIME: 87 2547 SR-934/EAST 25 ST. 400' E FLAMINGO WAY 06/20/2024 0000 TIME 1ST DIRECTION: E 2ND 3RD 4TH TOTAL DIRECTION: W COMBINED 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 30 11 11 10 18 37 104 147 136 130 139 119 104 82 137 109 163 145 163 120 93 69 76 49 15 17 10 13 18 62 137 140 128 131 118 115 160 125 127 129 159 156 149 139 82 118 81 42 16 15 14 12 29 54 130 136 163 106 130 121 128 121 130 131 140 141 128 135 83 82 72 38 15 18 8 17 26 138 143 168 144 117 115 144 119 126 142 138 130 129 99 156 92 81 57 16 76 61 43 52 91 291 514 591 571 484 502 499 511 454 536 507 592 571 539 550 350 350 286 145 23 10 13 10 17 26 79 94 104 115 122 105 120 133 113 129 148 170 122 111 101 103 43 48 12 19 14 13 11 17 10 3 13 27 48 48 109 107 106 89 110 115 117 108 121 125 125 136 144 147 134 103 143 143 152 129 135 139 131 128 126 125 120 94 62 79 61 65 60 52 37 27 14 14 17 12 20 68 73 119 104 67 110 134 128 133 124 147 150 127 121 98 56 72 38 36 68 51 58 35 77 190 368 408 433 407 478 500 539 503 523 557 572 556 494 423 298 301 193 148 144 112 101 87 168 481 882 999 1004 891 980 999 1050 957 1059 1064 1164 1127 1033 973 648 651 479 293 24-HOUR TOTALS: 9166 8180 17346 A.M. P.M. DAILY DIRECTION: E HOUR VOLUME 745 595 1545 600 1545 600 GENERATED BY SPS 5.0.0.61 PEAK VOLUME INFORMATION DIRECTION: W HOUR VOLUME 830 451 1615 594 1615 594 COMBINED DIRECTIONS HOUR VOLUME 745 1043 1545 1169 1545 1169 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: 87 Station: 7096 Description: NE 62 ST, 200 FEET EAST NE 4 CT Start Date: 08/15/2023 Start Time: 0000 Direction: W Time 1st 2nd 3rd 4th Total 0000 9 11 4 7 31 0100 9 9 6 4 28 0200 6 1 7 3 17 0300 1 6 4 1 12 0400 0 2 2 4 8 0500 2 9 16 20 47 0600 14 12 21 31 78 0700 27 22 26 34 109 0800 45 54 49 42 190 0900 54 57 53 62 226 1000 45 48 52 61 206 1100 58 60 56 54 228 1200 57 56 41 72 226 1300 51 55 69 52 227 1400 67 81 61 41 250 1500 65 74 63 68 270 1600 95 71 75 78 319 1700 111 74 85 64 334 1800 82 77 56 72 287 1900 54 30 33 33 150 2000 50 31 33 29 143 2100 25 24 22 17 88 2200 18 19 19 14 70 2300 7 16 12 16 51 24-Hour Totals: 3595 Peak Volume Information Hour A.M. 845 P.M. 1645 Daily 1645 Volume 206 348 348 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Truck Percentage 5.20 NaN 5.20 Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol W 93 2872 443 78 80 10 9 9 1 0 0 0 0 0 0 187 3595 Generated by SPS 5.0.49P Page 1 County: 87 Station: 7096 Description: NE 62 ST, 200 FEET EAST NE 4 CT Start Date: 08/16/2023 Start Time: 0000 Direction: W Time 1st 2nd 3rd 4th Total 0000 7 7 3 6 23 0100 7 7 12 4 30 0200 1 8 5 1 15 0300 5 5 3 4 17 0400 2 2 3 3 10 0500 1 6 14 21 42 0600 10 16 33 48 107 0700 29 28 36 37 130 0800 32 52 51 63 198 0900 59 54 24 57 194 1000 50 53 60 46 209 1100 53 58 42 55 208 1200 49 51 63 50 213 1300 53 41 64 56 214 1400 65 56 62 66 249 1500 81 50 92 63 286 1600 76 90 86 70 322 1700 95 77 63 60 295 1800 75 58 63 66 262 1900 51 47 41 62 201 2000 46 34 33 27 140 2100 28 31 25 34 118 2200 21 17 22 10 70 2300 21 16 11 17 65 24-Hour Totals: 3618 Peak Volume Information Hour Volume A.M. 830 227 P.M. 1615 341 Daily 1615 341 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Truck Percentage 5.72 NaN 5.72 Classification Summary Database Dir 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TotTrk TotVol W 77 2895 439 76 98 12 11 9 1 0 0 0 0 0 0 207 3618 Generated by SPS 5.0.49P Page 1 COUNTY: 87 STATION: 8627 DESCRIPTION: NW 62 ST/DR MLK JR B, 100' EAST OF NE 4 AV (2011 0 START DATE: 01/23/2024 START TIME: 0000 DIRECTION: E TIME 1ST 2ND 3RD 4TH TOTAL 0000 6 14 6 6 32 0100 5 5 3 4 17 0200 2 3 4 2 11 0300 0 3 2 1 6 0400 3 2 3 3 11 0500 7 7 7 11 32 0600 13 25 16 33 87 0700 43 49 59 66 217 0800 77 58 68 80 283 0900 51 65 54 51 221 1000 52 52 45 45 194 1100 47 55 51 49 202 1200 46 54 55 53 208 1300 42 54 50 66 212 1400 64 51 74 69 258 1500 60 80 71 62 273 1600 56 61 55 80 252 1700 85 87 69 72 313 1800 72 70 69 57 268 1900 57 62 58 34 211 2000 45 45 55 32 177 2100 31 21 19 31 102 2200 27 19 19 13 78 2300 6 16 17 15 54 24-HOUR TOTALS: 3719 PEAK VOLUME INFORMATION HOUR VOLUME A.M. 800 283 P.M. 1645 r3271 DAILY 1645 321 TRUCK PERCENTAGE 5.57 NAN 5.57 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 139 2928 307 72 106 12 1 12 2 0 0 2 0 0 138 207 3719 GENERATED BY SPS 5.0.49P COUNTY: 87 STATION: 8627 DESCRIPTION: NW 62 ST/DR MLK JR B, 100' EAST OF NE 4 AV (2011 0 START DATE: 01/24/2024 START TIME: 0000 DIRECTION: E TIME 1ST 2ND 3RD 4TH TOTAL 0000 6 12 3 5 26 0100 5 7 6 2 20 0200 3 1 0 0 4 0300 0 3 2 1 6 0400 3 1 5 8 17 0500 3 8 13 13 37 0600 10 16 17 27 70 0700 39 56 57 83 235 0800 69 69 65 66 269 0900 53 58 60 70 241 1000 53 60 55 50 218 1100 55 41 42 42 180 1200 32 52 54 48 186 1300 60 50 57 58 225 1400 54 59 63 54 230 1500 64 51 67 60 242 1600 81 59 58 69 267 1700 79 76 61 83 299 1800 81 58 68 63 270 1900 72 65 52 48 237 2000 37 36 41 35 149 2100 36 26 15 18 95 2200 22 25 29 18 94 2300 14 13 22 15 64 24-HOUR TOTALS: 3681 A.M. P.M. DAILY PEAK VOLUME INFORMATION HOUR VOLUME 745 286 1715 301 1715 301 TRUCK PERCENTAGE 5.81 NAN 5.81 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 143 2902 280 66 120 14 3 5 2 1 2 0 1 0 142 214 3681 GENERATED BY SPS 5.0.49P Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Collected Traffic Counts Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LOCATION: NE 2nd Ave & NE 71st St PROJECT ID: 25-140022-004 CITY/STATE: Miami, FL DATE: Thu, Jan 23, 2025 ♦ 745 384 30 680 35 ♦ Peak -Hour: 07:45 AM - 08:45 AM ♦ Peak 15-Minute: 08:00 AM - 08:15 AM 2.4 6.0 3.3 2.2 5.7 167 47 J Peak Hour Factor t 30 183 4.8 4.3 : t 6.7 4.4 146 ♦ 0.91 ♦ 113 4.1 ♦ ♦ 3.5 248 55 r 40 218 T4_- 4.4 5.5 Z r 50 5.1 ♦ ♦ h ♦ 1+ 24 307 37 775 368 ♦ �' � ♦ I ♦ ill ♦ h ♦ Ir► 12.5 6.2 8.1 2.6 6.8 ♦ 3 0 ♦ ♦ National Data & Surveying Services 1 4 0 0 ♦ 4 3 ♦ ♦ 4 1 J t o 2 IL --it- 1 0� j2OO2204 o s 1 ♦�0 ♦ 4 - 4., ♦ 4� J t 2 2 J t ,- 6 ♦4tt ♦ 4 * Q 3� 2 I ih r r ♦ i♦ t 3 19 3 ♦ �► I ♦ e ♦ ♦ 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NE 71st St Eastbound NE 71st St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 7:00 AM 7:15 AM 7:30 AM 3 34 8 0 4 35 3 0 4 67 8 0 4 97 6 0 5 148 6 0 3 174 8 0 4 19 6 0 1 25 5 0 7 49 7 0 4 16 0 0 2 9 5 0 5 29 8 0 201 248 369 1193 1414 1543 7:45 AM 5 87 8 0 11 175 6 0 11 23 10 0 13 19 7 0 375 1544 8:00 AM 5 78 11 0 8 184 7 1 15 50 16 0 9 30 8 0 422 1533 8:15 AM 8:30 AM 6 72 9 0 8 70 9 0 9 158 10 0 6 163 7 0 9 36 15 0 12 37 14 0 14 33 6 0 4 31 9 0 377 370 1111 734 8:45 AM Peak 15-Min Flowrates 6 76 17 0 Northbound 7 159 5 0 Southbound 7 33 12 0 Eastbound 8 28 6 0 Westbound 364 Total 364 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 32 348 44 0 4 28 12 0 4 0 8 4 0 44 736 40 4 4 20 4 0 8 0 8 4 0 60 200 64 0 4 12 8 0 12 4 4 4 0 56 132 36 0 4 8 8 0 20 0 4 0 0 1796 116 44 40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LOCATION: NE 2nd Ave & NE 71st St PROJECT ID: 25-140022-004 CITY/STATE: Miami, FL DATE: Thu, Jan 23, 2025 ♦ 379 964 38 311 30 ♦ Peak -Hour: 05:00 PM - 06:00 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM 4.2 1.8 2.6 4.5 3.3 ♦ 256 89 J Peak Hour Factor t 60 258 1.6 3.4 : t 1.7 1.6 168 ♦ 0.97 ♦ 143 1.2 ♦ ♦ 2.1 288 31 r 55 279 74I 2.8 9.7 i r 00 1.4 ♦ ♦ 5 ♦ r► 75 815 81 397 971 ♦ i' ) ♦ I'/ ♦ ill ♦ h ♦ e 0.0 1.6 1.2 4.3 1.4 ♦ 1 0 ♦ ♦ National Data & Surveying Services o 5 o 41 ♦ 4 6♦ ♦ 1 2 J t o 2 IL 'ith. 6 } r1+ ��� W '1'� - f± 2 ♦ 1 en) ♦ 5 r 0 ♦ ♦ s� .I ♦ r► 0 o� 25-14O022-004 0 4 1 ♦ ♦ �♦ ...1.- I0 0 ♦ 4 - • ♦ 4_ �♦ J, t 3 J t 1 .9.-) 2 ♦4tt ♦ 3r * Q 3 0 r ♦ r .I 0 13 1 Ii L 14 * e 1 ♦ ♦ 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NE 71st St Eastbound NE 71st St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 4:00 PM 4:15 PM 4:30 PM 4:45 PM 24 150 20 0 17 177 25 0 23 152 19 0 22 168 14 0 4 84 7 0 5 77 12 1 9 75 13 0 5 88 7 0 10 40 11 0 14 45 6 0 8 33 5 0 7 38 8 0 12 32 14 0 8 38 22 0 11 29 14 0 6 25 13 0 408 447 391 401 1647 1701 1743 1825 5:00 PM 23 181 23 0 8 57 7 0 22 49 7 0 23 47 15 0 462 1896 5:15 PM 25 225 20 0 3 83 11 0 25 38 9 0 10 33 7 0 489 1434 5:30 PM 5:45 PM 10 200 18 0 17 209 20 0 11 90 8 0 8 81 12 0 21 45 6 0 21 36 9 0 15 30 19 0 7 33 19 0 473 472 945 472 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 100 900 92 0 0 16 4 0 0 0 8 4 0 44 360 48 0 4 20 4 0 4 0 12 0 0 100 196 36 0 8 4 8 0 12 4 4 4 0 92 188 76 0 0 4 4 0 12 0 12 0 0 2232 76 28 48 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LOCATION: SR 7/NW 7th Ave/US 441 & NW 75th St PROJECT ID: 25-140005-001 CITY/STATE: Miami, FL DATE: Tue, Jan 07, 2025 1195 686 8 1154 33 ♦ Peak -Hour: 07:30 AM - 08:30 AM ♦ Peak 15-Minute: 08:00 AM - 08:15 AM 4.0 5.5 12.5 3.9 6.1 63 37 J Peak Hour Factor t 32 151 1.6 8.1 : t 9.4 3.3 103 ♦ 0.93 ♦ 39 1.9 ♦ ♦ 0.0 204 64 r 80 175 T4_- 3.4 3.1 i r 2.5 2.9 16 617 39 1298 672 '/ c. I ♦ ill ♦ 0.0 5.2 2.6 3.8 4.9 1 0 ♦ ♦ National Data & Surveying Services 0 3 0 0 ♦ 4 3♦ + 8 0 J t o 2♦ 4141rN — ♦ 4 , 4.1C w -- 25-140005-001 0 4,.VT oz [� �titiVJJ ♦ 0 r0 ♦ ♦ 0 2 h ♦ e 0 4 1 �♦ ♦ 0 ♦ 4 ♦ J,- t 3 J t 3 ` 2 o r .10. 411111tilli, .4. (;i:i4__ 2 2Z r 7, 4- ♦ h t e 0 32 1 ♦ T f' h t e 1' t 15-Min Count Period Beginning At SR 7/NW 7th Ave/US 441 Northbound SR 7/NW 7th Ave/US 441 Southbound NW 75th St Eastbound NW 75th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 7:00 AM 7:15 AM 3 155 4 0 2 141 8 0 8 280 4 0 9 262 1 0 6 14 10 0 4 21 10 0 4 9 3 0 13 5 4 0 500 480 2083 2180 7:30 AM 7:45 AM 4 155 10 0 4 159 10 0 9 263 2 0 7 303 5 0 16 26 13 0 11 31 20 0 8 13 10 0 7 9 8 0 529 574 2222 2212 8:00 AM 5 169 14 0 8 321 1 0 4 17 12 0 29 10 7 0 597 2086 8:15 AM 3 134 5 0 9 267 0 0 6 29 19 0 36 7 7 0 522 1489 8:30 AM 8:45 AM Peak 15-Min Flowrates 2 153 12 0 8 127 4 0 Northbound 9 286 2 0 7 253 7 0 Southbound 3 22 18 0 4 9 16 0 Eastbound 7 5 0 0 5 5 3 0 Westbound 519 448 Total 967 448 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 20 676 56 0 0 40 4 0 8 0 8 4 0 36 1284 20 0 4 60 4 0 4 0 4 0 0 64 124 80 0 8 8 4 0 12 0 0 0 0 144 52 40 0 8 0 4 0 36 0 0 0 0 2596 144 60 16 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LOCATION: SR 7/NW 7th Ave/US 441 & NW 75th St PROJECT ID: 25-140005-001 CITY/STATE: Miami, FL DATE: Tue, Jan 07, 2025 ♦ ♦4.0 674 1396 13 618 43 ♦ 4 ♦ Peak -Hour: 04:30 PM - 05:30 PM ♦ Peak 15-Minute: 04:30 PM - 04:45 PM ♦ ♦ 1.6 21 0.0 18 0.0 + ♦ 4 111 16 J Peak Hour Factor t 43 140 2.7 6.3 : t 4.7 2.1 50 ♦ 0.95 ♦ 70 4 0 ♦ ♦ 1.4 85 19 r 27 137 74! 3.5 0.0 i r 0.0 2.2 ♦ ♦ 8 33 r► 21337 44 664 1409 ♦ i' 2 ♦ 1-1 W ♦ ill ♦ h t r► 7.1 1.9 2.3 1.7 2.1 0 0 ♦ ♦ National Data & Surveying Services 0 3 0 0 ♦ 4 8♦ + 4 0 J t o 2 ♦ ♦ 8 , 4 I 1 l y w -- 5 25-140005-001 0 ♦ 0 \\VT7�T titiVJJ ♦ 0 r 1 ♦ ♦ 3 3 � � h At e 1 2 0 ♦ ♦�0 ♦ 4�♦ � ♦ J,- t 1 J t 2 ` 2 1 r .10.♦ (;i:i4� 6, z r r6 ♦ h t e z 26 1 ♦ T f' h t e 15-Min Count Period Beginning At SR 7/NW 7th Ave/US 441 Northbound SR 7/NW 7th Ave/US 441 Southbound NW 75th St Eastbound NW 75th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 4:00 PM 4:15 PM 7 326 8 0 6 330 10 0 3 139 7 0 10 155 7 0 4 19 3 0 3 10 3 0 11 9 10 0 7 17 9 0 546 567 2282 2291 4:30 PM 8 350 15 0 7 175 2 0 6 8 6 0 6 15 9 0 607 2308 4:45 PM 5:00 PM 5:15 PM 5 347 8 0 9 325 8 0 6 315 13 0 14 127 4 0 8 145 1 0 14 171 6 0 3 14 0 0 3 14 8 0 4 14 5 0 5 22 13 0 5 14 15 0 11 19 6 0 562 555 584 2279 2289 1734 5:30 PM 5:45 PM Peak 15-Min Flowrates 7 346 9 0 2 333 15 0 Northbound 7 142 3 0 7 145 3 0 Southbound 5 12 1 0 4 17 8 0 Eastbound 10 16 20 0 14 12 12 0 Westbound 578 572 Total 1150 572 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 36 1400 60 0 4 36 4 0 16 4 8 0 0 56 700 24 0 0 16 0 0 0 0 8 0 0 24 56 32 0 4 4 0 0 16 0 0 0 0 44 88 60 0 0 4 8 0 16 4 0 0 0 2580 80 48 24 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LOCATION: NW 2nd Ave & NW 75th St PROJECT ID: 25-140005-005 CITY/STATE: Miami, FL DATE: Tue, Jan 07, 2025 ♦ 133 178 10 97 26 ♦ Peak -Hour: 07:15 AM - 08:15 AM ♦ Peak 15-Minute: 07:45 AM - 08:00 AM 5.3 3.4 0.0 7.2 0.0 79 15 ? Peak Hour Factor t 18 80 5.1 0.0 : t 0.0 5.0 115 ♦ 0.90 ♦ 32 3.5 ♦ ♦ 6.3 181 51 r 30 188 2.2 0.0 'I,r 6.7 3.2 ♦ ♦ h ♦ r► 37 145 47 178 229 ♦ %� . - F r. ♦ ♦ ♦ h ♦ I+ 5.4 4.1 4.3 5.1 4.4 ♦ 6 3 ♦ ♦ National Data &Surveying Services 0 1 0 41 ♦ 4 3 ♦ ♦ 2 0 ? t 0 1 ♦ X ♦ 2 j) 44 W ��- E 2 "1,r AEI0 1 ♦ ♦ 25-140005-005 •1 ♦ I. 0 0 � 0 1 0 �0 ♦�0 4I 4- ♦ 4_ ♦ --E-- o ? t o ? ,- t 4 ♦ 411111tilli. ♦ 2 ♦ Q 0 2 1`r 7, r 1 ♦ r► ♦ t 15-Min Count Period Beginning At NW 2nd Ave Northbound NW 2nd Ave Southbound NW 75th St Eastbound NW 75th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 7:00 AM 4 29 9 0 8 24 0 0 4 8 11 0 6 3 4 0 110 588 7:15 AM 7:30 AM 10 52 11 0 11 29 10 0 10 18 1 0 6 19 2 0 3 30 13 0 4 36 5 0 6 7 5 0 4 4 8 0 166 138 623 616 7:45 AM 9 41 12 0 5 34 4 0 3 24 13 0 13 13 3 0 174 583 8:00 AM 7 23 14 0 5 26 3 0 5 25 20 0 7 8 2 0 145 513 8:15 AM 8:30 AM 8:45 AM Peak 15-Min 4 32 6 0 1 26 3 0 5 21 7 0 Northbound 4 33 0 0 5 16 1 0 3 25 1 0 Southbound 7 25 28 0 3 22 16 0 2 18 7 0 Eastbound 5 11 4 0 4 3 5 0 6 8 1 0 Westbound 159 105 104 368 209 104 Flowrates Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 44 208 56 0 4 8 4 0 0 0 4 0 0 40 136 16 0 0 12 0 0 12 0 4 0 0 20 144 80 0 0 8 0 0 16 0 4 8 0 52 52 32 0 8 8 0 0 8 4 0 0 0 880 52 36 24 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LOCATION: NW 2nd Ave & NW 75th St PROJECT ID: 25-140005-005 CITY/STATE: Miami, FL DATE: Tue, Jan 07, 2025 + 80 578 7 71 z t Peak -Hour: 04:45 PM - 05:45 PM + Peak 15-Minute: 05:30 PM - 05:45 PM 5.0 1.2 0.0 5.6 0.0 t 147 24 J Peak Hour Factor t 64 194 2.7 0.0 J t 0.0 2.1 sz ♦ 0.93 00 ♦ ♦104 ,,''''----...N. %Ns, � ♦38 108 32 r 26 97 1.9 6.3 i r 0.0 3.1 ♦ ♦ .It 10 36 490 43 129 569 ♦ l r �^1 - t ♦ ♦ h t r► 0.0 1.4 7.0 4.7 1.8 t 1 6 ♦ ♦ National Data & Surveying Services 0 1 1 41 ♦ 4 7 ♦ + 1 0 J t 1 4 ♦ '"-it. ♦ 5 j) � W ��- E 10 1,r 2 ♦ ♦ 25-140005-005 .1 t r► 6 ��I 2 2 ♦ `j1111 ■111� r �0 0 4 0lik 4 4— ♦ ♦ 4_ '4'4-4 -�- _ 0 J t 0 J,- t * Q :;:_- -4. r f ♦ .1 t r► ♦ t 15-Min Count Period Beginning At NW 2nd Ave Northbound NW 2nd Ave Southbound NW 75th St Eastbound NW 75th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 4:00 PM 4:15 PM 4:30 PM 13 117 5 0 5 93 8 0 10 126 6 0 2 14 1 0 1 18 1 0 4 21 3 0 4 17 4 0 3 12 2 0 9 10 5 0 3 19 19 0 8 15 10 0 8 17 15 0 218 176 234 859 863 929 4:45 PM 5:00 PM 5:15 PM 9 129 12 0 9 109 4 0 8 122 15 0 0 15 1 0 1 22 1 0 0 15 4 0 5 5 10 0 5 11 7 0 6 21 8 0 5 23 17 0 8 29 16 0 4 28 11 0 231 222 242 951 944 722 5:30 PM 10 130 12 0 1 19 1 0 8 15 7 0 9 24 20 0 256 480 5:45 PM Peak 15-Min 13 126 3 0 Northbound 0 26 1 0 Southbound 6 13 7 0 Eastbound 6 13 10 0 Westbound 224 224 Flowrates Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 40 520 60 0 0 12 4 0 8 4 4 4 0 4 88 16 0 0 8 0 0 12 4 4 0 0 32 84 40 0 0 0 4 0 16 0 0 4 0 36 116 80 0 0 8 0 0 20 4 4 4 0 1116 36 56 36 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LOCATION: N Miami Ave & NW 75th St PROJECT ID: 25-140005-009 CITY/STATE: Miami, FL DATE: Tue, Jan 07, 2025 ♦ ♦ 1322 569 74 1205 43 +0 ♦ 4 ♦ Peak -Hour: 07:30 AM - 08:30 AM ♦ Peak 15-Minute: 08:15 AM - 08:30 AM ♦ ♦ 1.7 51 1.4 1.1 186 + ♦ 4 ♦ 102 58 J Peak Hour Factor t 26 68 2.0 6.9 : t 19.2 8.8 53 ♦ 0.98 ♦ 16 1.9 ♦ ♦ 6.3 150 39 r 26 111 74�_ 5.3 7.7 i 4- 11.7 ♦ IN IN♦ 1+ 12 485 15 1270 512 , s L./` , ♦ ♦ h ♦ Ir► 0.0 4.1 26.7 1.3 4.7 ♦ 0 1 ♦ ♦ National Data & Surveying Services 0 1 0 +0 ♦ 4 4♦ ♦ 1, o j t o 4 IL X 4 4414 11. "'"" E. 0 4,.♦ 1 .4,ro 0 ♦ ♦ 25-140005-009 11 ♦ I. 1 0 1 0 4.♦ �0 �♦ � --_ ♦ 4'4 ♦ 4_ __ ? t 4 J t 5 i , 1 4. ♦1 3z -4,r r. - ??) 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 75th St Eastbound NW 75th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 7:00 AM 7:15 AM 2 69 2 0 2 99 4 0 4 199 33 0 4 261 38 0 17 3 9 0 14 8 13 0 3 5 3 0 3 5 4 0 349 455 1826 1984 7:30 AM 7:45 AM 8:00 AM 5 90 4 0 2 130 5 0 1 146 2 0 11 320 30 0 12 290 24 0 8 281 11 0 15 15 11 0 11 11 5 0 18 16 13 0 5 1 6 0 6 7 6 0 5 2 4 0 513 509 507 2052 2001 1939 8:15 AM 4 119 4 0 12 314 9 0 14 11 10 0 10 6 10 0 523 1432 8:30 AM 8:45 AM Peak 15-Min Flowrates 4 118 7 0 4 111 1 0 Northbound 11 265 8 0 16 261 12 0 Southbound 10 16 11 0 12 4 10 0 Eastbound 5 4 3 0 5 4 7 0 Westbound 462 447 Total 909 447 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 20 584 20 0 0 24 12 0 4 4 4 0 0 48 1280 120 0 12 20 4 0 4 0 4 0 0 72 64 52 0 8 4 8 0 24 0 0 4 0 40 28 40 0 0 4 16 0 8 0 0 0 0 2368 112 40 16 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LOCATION: N Miami Ave & NW 75th St PROJECT ID: 25-140005-009 CITY/STATE: Miami, FL DATE: Tue, Jan 07, 2025 ♦ ♦ 516 1144 46 451 19 +0 ♦ 4 ♦ Peak -Hour: 04:45 PM - 05:45 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM 1.4 1.0 0.0 1.6 0.0 4.0 ♦ 4 ♦ 202 30 J Peak Hour Factor t 54 163 2.0 3.3 : t 1.9 1.8 ::; 0.95 115 r 19 273 74 1.7 0.0 Z r 0.0 0.4 ♦ 66 1060 199 500 1325 W ♦ ill ♦ 3.0 0.8 0.0 1.4 0.8 ♦ 3 5 ♦ ♦ National Data &Surveying Services 0 7 0 0 ♦ 4 9 ♦ ♦ 3 1 J t 1 3 IL X 1 4 di 1 7 11. N n .Nz 0 AD, r 2 ♦ ♦ 25-140005-009 11 ♦ e 5 3 1 2 _____-.) ♦ ♦ ♦�0 ♦ 4�♦4., ♦ 4_ J t1 J, t 1 ♦ illItilo. ♦ 2 ♦ QAm 0 -4,r z r0 - ??) 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 75th St Eastbound NW 75th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 4:00 PM 4:15 PM 4:30 PM 11 227 33 0 14 273 12 0 19 241 35 0 5 111 14 0 7 80 10 0 7 100 12 0 7 13 7 0 3 12 7 0 3 10 5 0 8 20 10 0 4 11 16 0 4 16 15 0 466 449 467 1921 1941 2047 4:45 PM 5:00 PM 8 287 37 1 17 260 39 0 3 131 11 0 5 88 14 0 6 4 8 0 7 10 3 0 6 24 13 0 9 22 12 0 539 486 2119 2052 5:15 PM 12 262 55 0 9 120 10 0 9 26 10 0 2 26 14 0 555 1566 5:30 PM 28 251 68 0 2 112 11 0 8 15 9 0 2 18 15 0 539 1011 5:45 PM Peak 15-Min Flowrates 13 244 35 0 Northbound 9 117 7 0 Southbound 3 13 5 0 Eastbound 4 15 7 0 Westbound 472 Total 472 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 112 1148 272 4 8 12 0 0 12 4 4 4 0 36 524 56 0 0 16 0 0 12 0 16 0 0 36 104 40 0 4 4 0 0 16 4 0 0 0 36 104 60 0 0 4 4 0 8 8 4 4 0 2532 52 48 48 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LOCATION: NE 2nd Ave & NE 75th St PROJECT ID: 25-140022-003 CITY/STATE: Miami, FL DATE: Thu, Jan 23, 2025 ♦ 696 330 18 674 4 ♦ Peak -Hour: 07:30 AM - 08:30 AM ♦ Peak 15-Minute: 07:45 AM - 08:00 AM 3.2 6.7 111 30 00 41 19 J Peak Hour Factor t 2 15 122 21.1 J t 0.0 0.0 18 ♦ 0.93 ♦ 4 oo ♦ ♦ o0 100 63 Z r 9 36 74I 4.0 0.0 Z r 0.0 2.8 ♦ ♦ h t e 19 309 14 746 342 ♦ �I' � ♦ ♦ ill ♦ .1 ♦ Ir► 15.8 5.8 7.1 2.7 6.4 2 1 ♦ ♦ National Data & Surveying Services 0 6 0 +1 ♦ 4 6♦ ♦ 4 0 J t o 2 IL♦ —itir'_ 94di�j, f` h "�" 0 ♦ 0 CPO r 1 h ♦ e 0 0 0 3 0 25-140022-003 2 ♦ ♦ 4 ♦ 0 ♦ 4 4 J t o J,- t ::G;:h♦r► 1` r ♦ 3 18 1 ♦ tS1\"4 ♦ r► ♦ t 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NE 75th St Eastbound NE 75th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 7:00 AM 7:15 AM 3 31 2 0 2 39 0 0 2 97 1 0 1 143 8 0 2 1 9 0 8 4 10 0 2 0 1 0 2 0 1 0 151 218 950 1107 7:30 AM 5 67 2 0 0 168 3 0 7 2 13 0 1 0 2 0 270 1153 7:45 AM 5 89 3 0 2 173 4 0 5 6 20 0 3 1 0 0 311 1141 8:00 AM 8:15 AM 4 81 3 0 5 72 6 0 2 185 4 0 0 148 7 0 4 4 16 0 3 6 14 0 3 2 0 0 2 1 0 0 308 264 1096 788 8:30 AM 8:45 AM Peak 15-Min 3 78 2 0 5 74 6 0 Northbound 1 149 3 0 2 152 4 0 Southbound 7 3 9 0 5 2 12 0 Eastbound 1 0 2 0 2 1 1 0 Westbound 258 266 524 266 Flowrates Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 20 356 24 0 8 24 4 0 0 0 4 0 0 8 740 28 0 0 28 4 0 8 0 8 0 0 28 24 80 0 8 0 0 0 12 0 0 0 0 12 8 8 0 0 0 0 0 20 4 0 0 0 1336 76 40 16 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LOCATION: NE 2nd Ave & NE 75th St PROJECT ID: 25-140022-003 CITY/STATE: Miami, FL DATE: Thu, Jan 23, 2025 ♦ 342 605 22 316 4 ♦ Peak -Hour: 05:00 PM - 06:00 PM ♦ Peak 15-Minute: 05:30 PM - 05:45 PM 3.8 21 0.0 4.1 0.0 216 32 J Peak Hour Factor t 2 40 0.3 0.0 : t 0.0 0.0 20 ♦ 0-89 ♦ 10 0.0 ♦ ♦ 00 78 26 r 28 137 ..) 1.3 3.8 i r 0.0 0.0 ♦ ♦ h t r► 184 571 113 370 868 ♦ y)4 ♦ I �`} ♦ ill ♦ h ♦ r� 0.6 2.3 0.0 3.8 1.6 2 4 ♦ ♦ National Data & Surveying Services 1 5 0 +1 ♦ 4 6♦ ♦ 2 1 j t o 4♦ 414 ♦ 3 di 7 h "" 0 ♦ 0 CPO �447ii�� ♦ 2 r 1 h ♦ e 1 1 1 5 0 25-140022-003 ♦ 0 ♦ 4 ♦ 0 ♦ 4 6 J t 6 J,- t o ♦ illItilo. ♦6 ♦ Q Am -4,4 6 1` r r ♦ ♦ r► 1 13 0 ♦ h' ♦ r► 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NE 75th St Eastbound NE 75th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 4:00 PM 4:15 PM 4:30 PM 4:45 PM 24 142 7 0 23 119 18 0 40 163 20 0 31 140 10 0 1 73 8 0 3 71 5 0 2 86 6 0 0 78 3 0 4 9 6 0 10 10 5 0 12 6 8 0 8 8 5 0 6 2 1 0 4 2 4 0 8 7 1 0 9 3 2 0 283 274 359 297 1213 1203 1285 1301 5:00 PM 5:15 PM 34 128 13 1 54 152 29 0 1 68 4 0 1 74 7 0 5 5 5 0 13 7 8 0 8 1 0 0 6 5 0 0 273 356 1328 1055 5:30 PM 57 155 31 0 2 93 5 0 9 6 5 0 9 2 1 0 375 699 5:45 PM 38 136 40 0 0 81 6 0 5 2 8 0 5 2 1 0 324 324 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 228 620 160 4 4 20 0 0 4 4 12 0 0 8 372 28 0 0 20 0 0 20 0 8 4 0 52 28 32 0 0 0 4 0 28 4 0 0 0 36 20 4 0 0 0 0 0 8 4 8 0 0 1592 48 60 44 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk PSCF Report 2024 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH WEEK DATES SF MOCF: 0.95 PSCF Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 1 01/01/2024 - 01/06/2024 1.07 1.13 01 0 0 4 - 01 1 0 4 1 0 1 08 3 1 45 * 6 * 7 * 8 * 9 *10 *11 *12 *13 *14 *15 *16 *17 18 119 20 21 22 23 24 125 26 27 28 29 13 0 31 32 133 34 35 36 37 38 39 1 40 41 42 143 44 45 46 47 48 49 50 51 52 53 01/14/2024 01/21/2024 01/28/2024 02/04/2024 02/11/2024 02/18/2024 02/25/2024 03/03/2024 03/10/2024 03/17/2024 03/24/2024 03/31/2024 04/07/2024 04/14/2024 04/21/2024 04/28/2024 05/05/2024 05/12/2024 05/19/2024 05/26/2024 06/02/2024 06/09/2024 06/16/2024 Ub/23/2U24 06/30/2024 07/07/2024 07/14/2024 07/21/2024 08/04/2024 08/11/2024 08/18/2024 08/25/2024 09/01/2024 09/08/2024 09/15/2024 09/22/2024 09/29/2024 10/06/2024 10/13/2024 10/20/2024 10/27/2024 11/03/2024 11/10/2024 11/17/2024 11/24/2024 12/01/2024 12/08/2024 12/15/2024 12/22/2024 12/29/2024 * PEAK SEASON - 01/20/2024 - 01/27/2024 - 02/03/2024 - 02/10/2024 - 02/17/2024 - 02/24/2024 - 03/02/2024 - 03/09/2024 - 03/16/2024 - 03/23/2024 - 03/30/2024 - 04/06/2024 - 04/13/2024 - 04/20/2024 - 04/27/2024 - 05/04/2024 - 05/11/2024 - 05/18/2024 - 05/25/2024 - 06/01/2024 - 06/08/2024 - 06/15/2024 - 06/22/2024 - Ub/29/2U24 - 07/06/2024 - 07/13/2024 - 07/20/2024 - 07/27/2024 - 68/63/262, - 08/10/2024 - 08/17/2024 - 08/24/2024 - 08/31/2024 - 09/07/2024 - 09/14/2024 - 09/21/2024 - 09/28/2024 - 10/05/2024 - 10/12/2024 - 10/19/2024 - 10/2ti/2024 - 11/02/2024 - 11/09/2024 - 11/16/2024 - 11/23/2024 - 11/30/2024 - 12/07/2024 - 12/14/2024 - 12/21/2024 - 12/28/2024 - 12/31/2024 04-MAR-2025 16:32:53 1.00 0.98 0.97 0.96 0.95 0.95 0.94 0.94 0.94 0.94 0.95 0.95 0.96 0.97 0.98 0.99 1.00 1.02 1.03 1.04 1.05 1.06 1.05 1.U4 1.03 1.02 1.02 1.01 1.61 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.02 1 02 1.02 1.02 1.03 1.03 1.04 1.05 1.06 1.07 1.03 1.00 1.05 1.03 1.02 1.01 1.00 1.00 0.99 0.99 0.99 0.99 1.00 1.00 1.01 1.02 1.03 1.04 1.05 1 1.07 1.08 1.09 1.11 1.12 1.11 1.U9 1.08 1.07 1.07 1.06,1 1.6d 1.06 1.061 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1 1.06 1.07 1 071 1.07 1.07 1.08 1.08 1.09 1.11 1.12 1.13 1.08 1.05 I 1 830UPD 6_8700_PKSEASON.TXT Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Appendix C Programmed Roadway Improvements COMPONENTS OF CONTRACT PLANS SET A DETAILED INDEX APPEARS ON THE KEY SHEET OF EACH COMPONENT INDEX OF CONCEPT PLANS SHEET NO. SHEET DESCRIPTION KEY SHEET 2-4 TYPICAL SECTIONS 5-9 PROJECT LAYOUT 10-71 PLANS BEGIN PROJECT STA. 262+28.91 (@ SURVEY NE/NW 79TH ST) GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, 201E-19 Standard Specifications for Road and Bridge Construction at the following website. http: //www.fd of.gov/programmarrageroent/fmrpl emrerrted/S perBooks LS'TATE OF FLORIDA DEPARTMENT OF 7l RANSPOR TA TION T-52-5 T-53-5 PD&E STUDY FINANCIAL PROJECT ID 410646-4-22-01 MIAMI-DADE COUNTY (87080001) STATE ROAD NO. 934 FROM WEST OF 1-95 (13TH COURT) TO END OF SR 934 1-WAY PR TO OPA-LOCKA 4 8 9 T-52-5 T-53-5 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 1 Miles END PROJECT STA. 129+85.9 (I# SURVEY NE/NW 79TH ST) NEVI PORT RILM1EY TAMPA ST PETERSBURG lACKSOAIVILLE ST ,LUSTINE DAYTONA BEACH NAPLES MIAA LOCATION OF PROJECT KEY S PLANS PREPARED BY STANTEC CONSULTING SERVICES, INC. 901 PONCE DE LEON BLVD., SUITE 9. CORAL GABLES, FLORIDA 33139 HIAMl (BD)-14G 2900 FLORIDA (.0;a46-0,7 CERTIFICATION cNrcONr7NOORIz4TION NO. c0027013 senior, 0 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. FDOT PROJECT MANAGER: AURALIZ BENITEZ ROADWAY PLANS ENGINEER OF RECORD: GABRIEL PEREZ P.E. NO.: 69942 CONSTRUCTION FISCAL SHEET CONTRACT NO. YEAR NO. cWicor 2Or9L20/ Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 101 --�M 07' 2a' 44 E— AT&T BT COPPE Nvf SURVEY SCALE 1:40 B' SAN - IS RiBT7 ION BEGIN PROJECT SURVEY NE/NW 79TH ST INATCHLINE 265+10.00 LEGEND: V///A RIGHT OF WAY IMPACT //�POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 ST4TE OF FLORIDA d31,;.a.1 X ✓WEA'T OF 7RA.O/ PORT4 TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 10 /19/?819 ,158,, ifs eV 158J 0683rFn, oac Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AT&T AT COPPF&/BT FI&,ER LEGEND: IV////1 RIGHT OF WAY IMPACT V ////POTENTIAL RWAY FOR PROPOSED GHT PUMP STATIONCT TRAFFIC SIGNAL l REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 S'T4TE OF FLORIDA DJ•'R15T4E!VT OF' 7`m'.A:l;SPOR TATTO9/ ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 11 //18/2819 5:15 09 Pu J158�a:ri v �V 581068,Fn, raly s GJ O6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE A -A 117Mt . Ifti LEGEND: rV�////,II RIGHT OF WAY IMPACT V //// WAY FOR PROPOSPOTENTIAL RIED GHT PUOMP STATIONCT TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1J.8.a.1STNE!0'T OF 7RAN POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 12 J158�a:ri v �V 581068,Fn, raly s GJ O6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 276+30.00 277 278 279 280 281 IATCHLINE 281+90.00 LEGEND: IV////1 RIGHT OF WAY IMPACT V ////POTENTIAL RWAY FOR PROPOSED GHT PUMP STATIONCT TRAFFIC SIGNAL l REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1J.h;P.1 Rd7NEY0'T OF 7RA 1 PORT4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BELTED ALTERNATIVE i SHEET NO. 13 /18/?819 4 6833 Pdf J158�a:ri v �V 581J68,Fn, raly s GJ J6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk SO N U Q 282 ' 83 IZINEMEill 285 286 AT&T--E1T,..AIR PJP„5._-.- SCALE 1:40 - 20" W ? 2'7 8, SAM.: - INATCHLINE 287+50.00 LEGEND: V////I RIGHT OF WAY IMPACT ///1 POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION ./ TRAFFIC SIGNAL l REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 S'TrATE OF FLORIDA 1)ESO1Id7NEY0'T OF 7RA 1 PORT4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 (PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 14 7/18/8018 448, PM J158�a:riv�V 58108838F8, raly s.4108 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LEGEND: 2CL"-144IN — — — 288 s 289 290 29] 292 293 —IF SURVEY AT&T ST-AIR PIPE .. .AT&T--BE-AfR-PIPE- RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA O 7'.II4 TINEY-T OF 7RAN PORT9TTO/v ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 15 //18/?a19 P++ J158�a:riv�V 581 J68,Fn, raly s aJ J6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 293+10.00 20"W/17 — — — — 294 295 296 297 IATCHLINE 298+70.00 LEGEND: IV�////,II RIGHT OF WAY IMPACT V //// WAY FOR PROPOSPOTENTIAL RED GHT PUMP STATIONCT TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 S'TrATE OF FLORIDA 1J.8.a.1Id7NE NT OF 7RA 1 POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 16 //18/?819 4,9J1 Pdf J158�a:ri v �V 581J68,Fn, raly s GJ J6 ro, Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LU :J Q MATCHLINE 14+34.00 i1 LEGEND: 1 V////I RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY IMPACMI FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA CEP.214T74E!VT OF 7RA 1 POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 17 ]/18/>819 4:4,10 Pdf ..S8�a:tI ,, 158J 0683�Fn, . y_ s�GJ J6d6C»JI� oec Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 14+34.00 ENEEMOSII MATCHLINE 19+94.00 LEGEND RIGHT OF WAY IMPACT / / ,I POTENTIAL RIGHT OF WAY IMPACT [77772 // I FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA CE7'.1Xd7NE!0'T OF 7RA 1 POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 18 //18/?819 -1.a9.19 Pd+ J158�a:ri v �V 581J68,Fn, raly s GJ J6 oac NW 79TH STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 934 SURVEY �� V t Q � , LEGEND: zMI V////I RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL 4- Al REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA CEP.1Xd7NE A'T OF 7RAN POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BELTED ALTERNATIVE i SHEET NO. 19 ]/18/>819 ]_65'>8 Pdf 58J0683\Fn, J6d6C»J1\ oec Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 25+54.00 MATCHLINE 31+14.00 „ LEGEND: ////I RIGHT OF WAY IMPACT RIGHT OF WAY CT I IPOTENTIAL V //�/ FOR PROPOSED PUMP STATION ;, r ' •l ,y} ail •' �` , II V TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 S'TrATE OF FLORIDA 1J.8.a.1 RTNES'T OF 2'd4A.A'1 POI7:9TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE l SHEET NO. 20 7/18/?819 4,9,4 Pdf J158�a:ri v �V 581J68,Fn, raly s GJ J6 OF is, Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 31+14.00 ErNMEIMISKIE IImsera•Iei MATCHLINE 36+74.00 LEGEND: on V////I RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1J.8.a.1I d7NEY0'T OF 7RA 1 POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 21 //18/?819 J158�a:ri v �V 581J68,Fn, raly s GJ J6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 36+74.00 e-JkT&t-BT-.(OPPERIBT F(B&R MATCHLINE 42+34.00 LEGEND: IV�////,II RIGHT OF WAY IMPACT V //// WAY FOR PROPOSPOTENTIAL RED GHT PUMP STATIONCT TRAFFIC SIGNAL l REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 S'TrATE OF FLORIDA .O.HP,,IR TINENT OF TFaa 1 PORT4TTO/v ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE l SHEET NO. 22 //18/?819 J158�a:ri v �V 581J68,Fn, raly s GJ J6 MATCHLINE 42+34.00 co —.F-SAT&T -EFLL(2L'PER/ T-FIBER 16' W M Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk SCALE 1:40 MATCHLINE 47+94.00 LEGEND: �j//� RIGHT OF WAY IMPACT ,I POTENTIAL RIGHT OF WAY IMPACT V / / I FOR PROPOSED PUMP STATION / / TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA dJ.R'.a.IM77NE!VT OF 7RAN POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BELTED ALTERNATIVE i SHEET NO. 23 ]/18/>J19 45 / PM A FIS85a:tIA,s>158JJ6835Fn, y_ MP FA Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 47+94.00 A7 T BT COPPER Th11*'FIBER MATCHLINE B-B CD CD Ln J U s- -w LEGEND: V r�////� RIGHT OF WAY IMPACT ////POTENTIAL RWAY IMI FOR PROPOSIED GHT PUOMP STATIONCT TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1)E P.1OTINEYO'T OF 7RA 1 PORT4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 24 //18/?819 J158�a:ri v �V 581068,Fn, raly s GJ O6 OIL is, Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk EGEND: V////,IRIGHT OCT I RIGHT OF WAY IMPACT / POTENTIAL F WAY V //// FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 S'T.STE OF FLORIDA 1)E7111d74E NT OF 7RA 1 POR7:9TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 25 //18/2819 uo 26 Pu J158�a:ri v �V 581068,Fn, raly s GJ O6 OIL is, Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 59+14.00 MATCHLINE 64+74.00 ►zIiaGLQ LEGEND: rV////1 RIGHT OF WAY IMPACT V ////POTENTIAL RWAY FOR PROPOSED GHT PUMP STATIONCT TRAFFIC SIGNAL l REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1J.8.a.1RTNE!0'T OF 7RAN POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 26 //18/?819 J:.0 34 PO4 J158�a:ri v �V 581J68,Fn, raly s 4J J6 oac Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 64+74.00 'INE 79TH STREW: 934 Alt Je>r Te t nnnr.. .. Ir Q,r.._ GrAtilerr rr..rxrT rrr,� c.rit t-f,.f Rr I • SCALE 1:40 MATCHLINE 70+34.00 1` LEGEND: V////I RIGHT OF WAY IMPACT — -- _ POTENTIAL RIGHT OF WAY IMPACT JI r / / / / 1 FOR PROPOSED PUMP STATION r TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA d)E7211T7NE A'T OF 7RA 1 POR7:4TTO]V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMIINAARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 27 //18/2819 -1:50 44 PO J158�a:ri v �V 581J68,Fn, raly s 4J J6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk CD CD J U « - 7 —73 74 LEGEND: I�,I RIGHT OF WAY IMPACT V //// POTENTIAL FOR PROPOSIED PUGHT OMP STATION F WAY CT TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA CEP.1Xd7NE!0'T OF 7RA 1 POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 28 /19/2819 J158ra:ri v �V 581068,Fn, raly s GJ06 ro, Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk ice.-.7MAI EKOTATI,. MATCHLINE 75+94.00 MATCHLINE 81+54.00 LEGEND: IV////1 RIGHT OF WAY IMPACT V ////POTENTIAL RWAY FOR PROPOSED GHT PUMP STATIONCT TRAFFIC SIGNAL l REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1)E7'.1Id7NEY0'T OF 7RA 1 PORT4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 29 /19/?819 J158�a:ri v �V 58J J68,Fn, ral, s GJ J6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk F KAZ MATCH LINE A -A (SEE SHEET 39) 86 SURVEY 87 RIGHT OF WAY IMPACT 87+14.00 POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 S'TrATE OF FLORIDA dC.8.a.1Xd7NE NT OF 7RA.A': POOR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 30 //18/?819 J158�a:ri v �V 581068,Fn, raly s GJ O6 OF is, Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk e ORS ern 0111 R +A_tl t > SURVEY MATCH LINE E-E (SEE SHEET 40) 4 LEGEND: V///A V///il MATCHLINE 92+74.00 RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 S'T.STE OF FLORIDA 1J.B.a.1OTIIEY0'T OF TYA..1 PORT4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 31 7/18/?819 J.51,18 Pdf J158�a:ri v �V 581068,Fn, raly s GJ O6 OF is, Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LEGEND: BEGIN PROJECT k SURVEY NW 81 ST RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL SCALE 1:40 REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 901 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA AJ,8.a.1STNE!0'T OF 7RAN POR7:4TTO!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 42 //18/?819 Pu J158�a:ri v �V 581068,Fn, ral, s GJ O6 oac Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 1111* LEGEND: RIGHT OF WAY IMPACT V p /, `2 POTENTIAL RIGHT OF WAY IMPACT / FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1J.8.a.1 RT/4E!VT OF 7RAN POR7:4 TTOIV ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 43 ]/18/,019 5J8'>1 Pdf 58J06835Fn, rAi. 01`, oec Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 1 p 410, • 1 20 RIGHT OF WAY IMPACT per. / `2 POTENTIAL RIGHT OF WAY IMPACT V FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA AJ,8.a.1STNE!VT OF 7RAN POR7:4TTO!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 44 /18/?819 5J8:3J Pdf J158�a:ri v �V 581J68,Fn, raly s GJ J6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 116+80.00 934 NW 81ST STREET 01, V///A RIGHT OF WAY IMPACT 122+40.00 W qzt x V. /2 POTENTIAL RIGHT OF WAY IMPACT V / FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA AJ,8.a.1STNE!VT OF 7RAN POR7:4TTO!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 45 //18/?819 5J8'39 Pdf J158�a:ri v �V 581J68,Fn, raly s GJ J6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk rV riN U Q ------ ffi� 123 124 CONST. NW 81ST STREET t- PRI������_ _= LEGEND: V////I RIGHT OF WAY IMPACT / //�POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL INATCHLINE 128+00.00 REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA AJ,8.a.1STOOE!0'T OF 7RAN POR7:4TTO!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMIINAARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 46 //18/?819 5,8G8 Pdf J158�a:ri v �V 581068,Fn, raly s GJ O6 oac Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 128+00.00 NW 81ST STREET INATCHLINE 133+60.00 LEGEND: IV////1 RIGHT OF WAY IMPACT V ////POTENTIAL RWAY FOR PROPOSED GHT PUMP STATIONCT TRAFFIC SIGNAL l REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1)E7'.1RT/4E!VT OF 7RAN PORT4TTO!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 47 //18/?819 J158�a:ri v �V 581J68,Fn, ral, s GJ J6 oac Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 133+60.00 II4ATCHLINE 139+20.00 LEGEND: RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY WRAC FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE N. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA ..V.h; P.1 RT /4ENT OF 7RANSPORT4 TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAM1-DADE 410646-4-22-01 PRE L1MINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 48 /16/,01, 5,9:05 P0.1 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk • CD CD 24 N 03 w u Q 140 141 NW 81ST STREET LEGEND: .:ram SCALE 1:40 de RIGHT OF WAY IMPACT MATCHLINE 144+80.00 POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA AJ.R'.21R✓7NE ET OF 77iMN PORP:91/3O3/ ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 49 //18/?819 J158�a:ri v �V 581J68,Fn, raly s GJ J6 oac Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 144+80.00 ,IIIIIII1 V e 1 NW 81STSTREET' 1 r LEGEND: RIGHT OF WAY IMPACT ri. / Jfl POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1J.8ta.200TSOE!VT OF 7RAN POR7:4 TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 50 /18/?819 J158�a:ri v �V 581068,Fn, ral, s GJ O6 oac Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk v Q Z rr< SCALE 1:40 LEGEND: V///A V///il m RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL 1 REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1J.8.a.1 RT/4E!VT OF 7RAN PORT4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 51 //18/?815 ..J5'3J Pdf J158ra:ri v �V 581J68,Fn, raly s GJJb ro, Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk f ><• fi -•; r 158 —Q CONsr. 159 _ _ 34 NW 82ND STREET SCALE 1:40 LEGEND: RIGHT OF WAY IMPACT =POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 S T,STE OF FLORIDA d EP.IR✓7NE MT OF TdZA.1SPORP:9TTO!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 52 //18/?819 5,9,1 Pdf J158�a:ri v �V 581068,Fn, raly s GJ O6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk CV////I RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1J.8.a.1 RT/4E!VT OF 7RAN POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 53 7/18/?819 5-.9:51 Pdf 5810683\Fn,al, s�GJ J6d6C»JI� oac Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 167+20.00 LEGEND: V///A RIGHT OF WAY IMPACT [7,7777 � POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1J.8.a.1 RT/4E!VT OF 7RAN POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMIINAARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 54 //18/?819 5r3,0, Pu J158�a:ri v �V 581068,Fn, ral, s GJ O6 oac Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk • At RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1)E7O1 RT/4E!VT OF 7RA 0 PORT4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 55 //18/?819 5:3,9 Pdf J158�a:ri v �V 581068,Fn, raly s GJ O6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 180 w — � z s» n s rri 934 irt NW 82ND STREET Eft LEGEND: r SCALE 1:40 RIGHT OF WAY IMPACT f //// /I POTENTIAL / FOR PROPOSIED PUGHT OMP STATION F WAY CT TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA dJ,R7 ARTNE NT OF 77iM '. PORT4TTO!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 56 /18/?819 Pdf J]58�a:ri v �V 581068,Fn, ral, s GJ O6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 786 N ER R' 35°E V///il NE 189+60.0 RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA A)57',IRTNE ET OF 77ie,ANSPORT4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 57 //18/?819 Pdf J158�a:ri v �V 581068,Fn, raly s GJ O6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MATCHLINE 189+60.00 NE 82ND STREET INATCHLINE 195+20.00 LEGEND: IV////1 RIGHT OF WAY IMPACT V ////POTENTIAL RWAY FOR PROPOSED GHT PUOMP STATIONCT TRAFFIC SIGNAL l REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA AJ,8.a.1STNE!0'T OF 7RAN POR7:4TTO!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 58 //18/?819 i303] Pdf J158�a:ri v �V 581068,Fn, raly s GJ O6 ENE 82ND STREET' Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk LEGEND: RIGHT OF WAY IMPACT V. / `2 POTENTIAL RIGHT OF WAY IMPACT V / FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1J.8.a.1 RT/4E!VT OF 7RA 1 POR7:4TTO!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 59 7/18/?819 5:30'46 Pdf 5810683\FR. -& e_ Jraly_ s\41J6464»0I\ oac Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk N 87" 4,1' 37" E i NE 82ND STREET' CONST. CV///A RIGHT OF WAY IMPACT POTENTIAL RIGHT OF WAY IMPACT FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA AJEP,,tRTNE!V✓" OF EY \'I PORP:9 T0O!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMIINAARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 60 7/18/?819 ii655 PO4 ,15,,,weVI5810683\Fn, Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AlATCHLINE 206+40.00 .EGEND: V///A RIGHT OF WAY IMPACT MI / ` 3 POTENTIAL RIGHT OF WAY IMPACT 1L LJ FOR PROPOSED PUMP STATION 1111 TRAFFIC SIGNAL GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FL 7JEP,,17ZTOOE!VT OF '71W1:! OEIIDA TPORT:97/0O(V FINANCIAL PROJECT ID ROAD NO. COUNTY SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 61 7/16/3019 ,15,,,weV15810683\FR. ral, s GJ J6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk ENE 82ND STREET' U Q z LEGEND: RIGHT OF WAY IMPACT 1. [7,7777 �-� POTENTIAL RIGHT OF WAY IMPACT V FOR PROPOSED PUMP STATION TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ. P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1)E7010TNE!0'T OF 7RA 7 POR7:4TTON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 62 //18/,019 J158ra:ri v �V 581068,Fn, raly s GJ O6 ro, Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk — 220 — co sr_ — — — z22-} 222 z22-3 INATCHLINE 223+20.00 V LEGEND: IV///A RIGHT OF WAY IMPACT ////POTENTIAL RWAY IMP FOR PROPOSIED GHT PUOMP STATIONCT TRAFFIC SIGNAL REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 9D1 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1)E70t 00TOOE!0'T OF 7RA 1 POR7:90/0O!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAMI-DADE 410646-4-22-01 PRE LIIMIINAAR Y CONCEPT PLANS PREFERRED BUILD ALTERNATIVE i SHEET NO. 63 //18/?819 J158�a:ri v �V 581068,Fn, raly s GJ O6 NE 82ND STREET BISCAYNE BLVD Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk INATCHL/NE 228+80.00 111.6 LEGEND: V////I RIGHT OF WAY IMPACT per. `2 POTENTIAL RIGHT OF WAY IMPACT V / FOR PROPOSED PUMP STATION TRAFFIC SIGNAL l REVISIONS DATE DESCRIPTION DATE DESCRIPTION GABRIEL PEREZ, P.E. P.E. LICENSE No. 69942 STANTEC CONSULTING SERVICES, INC 991 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 Certificate of Authorization No. 00027013 STATE OF FLORIDA 1J.8ta.1 RT/4E!VT OF TRA 1 PO4E 9TTO!V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 934 MIAM1-DADE 410646-4-22-01 PRELIMINARY CONCEPT PLANS PREFERRED BUILD ALTERNATIVE 1 SHEET NO. 64 //18/?819 5:31, Pdf J158�a:ri v �V 581J68,Fn, raly s GJ J6 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Appendix D Transit Route Intormation SERVICE FREQUENCIES FRECUENCIAS DE SERVICIO / FREKANS SEVIS YO FROM DESDE / DE TO HASTA / A EVERY CADA / CHAK WEEKDAY DIAS LABORABLES LASEMEN 5:00 a.m. 11:00 p.m. 20 min SATURDAY SABADO SAMDI 5:00 a.m. 10:00 p.m. 30 min SUNDAY DOMINGO DIMANCH 5:00 a.m. 10:00 p.m. 30 min Frequencies are approximate and may vary depending on traffic and road conditions. Las frecuencias son aproximadas, pues dependen del trafico y otras condiciones de las vbs. Asosye yo apwoksimatif epi yo ka varye selon kondisyon sikilasyon sou wout yo. Metro CONNECT YOUR FREE AND DIRECT CONNECTION TO BETTER BUS SCAN TO DOWNLOAD THE APP OR CALL 786-321-5842 rD QQVIO Language Assistance: Miami -Dade Transit (MDT) is committed to providing information about its transit services to passengers with limited English as part of its non-discrimination program. MDT publishes route information in Spanish and Haitian Creole and offers assistance in both languages at our Call Center at 3-1-1 or 305- 468-5900. For more information, call MDT's Office of Civil Rights & Labor Relations at 786-469-5486. Miami -Dade County provides equal access and equal opportunity in employment and does not discriminate on the basis of disability in its programs or services. Auxiliary aids and services for communication are available with five days' advance notice. For material in alternate format (audiotape, Braille or computer disk), a signlanguage interpreter or other accommodations, please contact: Miami -Dade Transit, Office of Civil Rights and Labor Relations, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Attention: ADA Coordinator. Telephone: 786-469-5225, Fax: 786-469-5589. E-mail: DTPW-ADA@miamidade.gov. Espanol: El Departamento de Transporte Publico de Miami -Dade (MDT, su sigla en ingles) esta dedicado a proveer informacion sobre sus servicios a los pasajeros que no hablan ingles. MDT publica informacion sobre sus rutas de autobus en espanol y creole haitiano y ofrece asistencia en ambos idiomas en nuestro Centro de Llamadas en el 3-1-1 o 305-468-5900. Para mas informacion, (lame la Oficina de Derechos Humanos y Relaciones Laborales de MDT al786-469-5486. El Condado de Miami -Dade ofrece igualdad de acceso y de oportunidades en el empleo y no practica la discriminacion por discapacidad, en sus programas o servicios. Los dispositivos y servicios de ayuda auditiva para la comunicacion estan disponibles previa solicitud, con cinco dias de anticipacion. Para obtener materiales en formato alternativo (cinta de audio, Braille o disco de computadora), para solicitar un interprete del lenguaje de las senas u otros servicios similares sirvase llama a: Transporte de Miami -Dade, Oficina de Derechos Civiles y Relaciones Laborales, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Atencion: ADA Coordinator. Telefono: 786-469-5225, Fax: 786-469-5589. Correo electronico: DTPW-ADA@miamidade.gov. Kreyol Ayisyen: Miami -Dade Transit (MDT) angaje li a bay pasaje ak konesans limite an Angle yo tout enfomasyon sou sevis transpo piblik nan fang pa yo. MDT pibliye enfomasyon sou traje otobis yo an Espanyol ak an Kreyol Ayisyen epi li bay asistans nan toude langyo nan Sant Repons nou an 3-1-1 oswa 305-468-5900. Pou plis enfomasyon, rele Biwo Dwa Sivik ak Relasyon Travay MDT la nan 786-469-5486. Konte Miami -Dade bay akse ak opotinite egal ego nan anplwa epi li pa fe diskriminasyon baze sou enfi mite nan pwogram li yo ak sevis li yo. Aparey ak sevis kominikasyon pou moun ki pa tande/we byen yo disponib ak yon preyavi senk jou. Pou jwenn dokiman nan lot foma (tep odyo, Bray oswa disk konpit), sevis yon entepret ki pale fang siy oswa lot akomodasyon, tanpri kontakte: Miami -Dade Transit, Biwo Dwa Civil ak Relasyon Travay, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Atansyon: ADA Coordinator. Telefon: 786-469-5225, Faks: 786-469-5589. Imel: DTPW-ADA@miamidade.gov. miamidade 0 Information 311 (305.468. 000 @GoMiamiDade . gov/transportation • Informacion • Enfomasyon 5900) TTY/Florida Relay: 711 AppStore ® Google Play GO Miami -Dade Transit APRIL 2024 ABRIL 2024 AVRIL 2024 • Local service seven days a week. • Travels from El Portal to Downtown Miami along NW 2 Ave. • Stops include the Government Center Metrorail/Metromover station and the Downtown Metrobus terminal. • Servicio local los siete dias de la semana. • Va desde El Portal hasta el downtown de Miami por NW 2 Ave. • Con paradas en la estacion Government Center del Metrorail y el Metromover y la terminal del Metrobus en el downtown. • Sevis lokal set jou sou set. • Vwayaje soti nan El Portal pou rive Anba lavil Miami atrave NW 2 Ave. • Are yo gen ladan estasyon Metrorail/ Metromover Government Center ak teminal Metrobus anba lavil. Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MORE INFORMATION MASINFORMACION I REIS ENFOMASYON MIAMI•DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk DOWNTOWN L, NW3St Government Center Metrorail Station NW 1 St W Flagler St SW 1 St a) z Metromover • Building SW 2 St 87 St 84 St NW 79 St EL PORTAL N Miami Ave w z v E NE 87 St Little Rive'c Canal NE 84 St v w z r THE CITADEL t LITTLE HAITI NW36St WYNWOOD v NW20St m z NW 14 St NW3St SW 2 St 3 DOWNTOWN NORTH 11/2023 SERVICE FREQUENCIES FRECUENCIAS DE SERVICIO / FREKANS SEVIS YO FROM DESDE / DE WEEKDAY DIAS LABORABLES LASEMEN 4:00 a.m. 6:00 a.m. 10:00 a.m. 3:30 p.m. TO HASTA / A 6:00 a.m. EVERY CADA/ CHAK 30 min (9+9A) 60 min (9) 60 min (9A) 10 min (9+9A) 10:00 a.m. 20 min (9) 20 min (9A) 15 min (9+9A) 3:30 p.m. 30 min (9) 30 min (9A) 10 min (9+9A) 6:30 p.m. 20 min (9) 20 min (9A) 6:30 p.m. 10:00 p.m. 10:00 p.m. 12:00 a.m. SAT URDAY SABADO SAMDI 5:00 a.m. 7:00 a.m. 15 min (9+9A) 30 min (9) 30 min (9A) 30 min (9+9A) 60 min (9) 60 min (9A) 30 min (9+9A) 60 min (9) 60 min (9A) 7:00 a.m. 10:00 p.m. 15 min (9+9A) 10:00 p.m. 30 min (9) 130 min (9A) 30 min (9+9A) 12:00 a.m. 60 min (9) 60 min (9A) SUNDAY DOMINGO DIMANCH 5:00 a.m. 8:00 a.m. 30 min (9+9A) 60 min (9) 60 min (9A) 8:00 a.m. 8:00 p.m. 20 min (9+9A) 40 min (9) 40 min (9A) 8:00 p.m. 12:00 a.m. 60 min (9) Frequencies are approximate and may vary depending on traffic and road conditions. Las frecuencias son aproximadas, pues dependen del trafico y otras condiciones de las vbs. Asosye yo apwoksimatif epi yo ka varye salon kondisyon sikilasyon sou wout yo. Language Assistance: Miami -Dade Transit (MDT) is committed to providing information about its transit services to passengers with limited English as part of its non-discrimination program. MDT publishes route information in Spanish and Haitian Creole and offers assistance in both languages at our Call Center at 3-1-1 or 305- 468-5900. For more information, call MDT's Office of Civil Rights & Labor Relations at 786-469-5486. Miami -Dade County provides equal access and equal opportunity in employment and does not discriminate on the basis of disability in its programs or services. Auxiliary aids and services for communication are available with five days' advance notice. For material in alternate format (audiotape, Braille or computer disk), a signlanguage interpreter or other accommodations, please contact: Miami -Dade Transit, Office of Civil Rights and Labor Relations, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Attention: ADA Coordinator. Telephone: 786-469-5225, Fax: 786-469-5589. E-mail: DTPW-ADA@miamidade.gov. Espanol: El Departamento de Transporte Publico de Miami -Dade (MDT, su sigla en ingles) esta dedicado a proveer informacion sobre sus servicios a los pasajeros que no hablan ingles. MDT publica informacion sobre sus rutas de autobus en espanol y creole haitiano y ofrece asistencia en ambos idiomas en nuestro Centro de Llamadas en el 3-1-1 o 305-468-5900. Para mas informacion, (lame la Oficina de Derechos Humanos y Relaciones Laborales de MDT al786-469-5486. El Condado de Miami -Dade ofrece igualdad de acceso y de oportunidades en el empleo y no practica la discriminacion por discapacidad, en sus programas o servicios. Los dispositivos y servicios de ayuda auditiva para la comunicacion estan disponibles previa solicitud, con cinco dias de anticipacion. Para obtener materiales en formato alternativo (cinta de audio, Braille o disco de computadora), para solicitar un interprete del lenguaje de las senas u otros servicios similares sirvase llama a: Transporte de Miami -Dade, Oficina de Derechos Civiles y Relaciones Laborales, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Atencion: ADA Coordinator. Telefono: 786-469-5225, Fax: 786-469-5589. Correo electronico: DTPW-ADA@miamidade.gov. Kreyol Ayisyen: Miami -Dade Transit (MDT) angaje li a bay pasaje ak konesans limite an Angle yo tout enfomasyon sou sevis transpo piblik nan fang pa yo. MDT pibliye enfomasyon sou traje otobis yo an Espanyol ak an Kreyol Ayisyen epi li bay asistans nan toude langyo nan Sant Repons nou an 3-1-1 oswa 305-468-5900. Pou plis enfomasyon, rele Biwo Dwa Sivik ak Relasyon Travay MDT la nan 786-469-5486. Konte Miami -Dade bay akse ak opotinite egal ego nan anplwa epi li pa fe diskriminasyon baze sou enfi mite nan pwogram li yo ak sevis li yo. Aparey ak sevis kominikasyon pou moun ki pa tande/we byen yo disponib ak yon preyavi senk jou. Pou jwenn dokiman nan lot foma (tep odyo, Bray oswa disk konpit), sevis yon entepret ki pale fang siy oswa lot akomodasyon, tanpri kontakte: Miami -Dade Transit, Biwo Dwa Civil ak Relasyon Travay, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Atansyon: ADA Coordinator. Telefon: 786-469-5225, Faks: 786-469-5589. Imel: DTPW-ADA@miamidade.gov. miamidade 0 Information 311 (305.468. 000 @GoMiamiDade . gov/transportation • Informacion • Enfdmasyon 5900) TTY/Florida Relay: 711 AppStore ® Google Play GO Miami -Dade Transit JULY 2024 JULIO 2024 I JIYE 2024 • Local service seven days a week. • Travels from the Bus Terminal at Aventura Mall to Downtown Miami along NE 2 Ave. • Stops include the Downtown Metrobus terminal. • Servicio local los siete dias de la semana. • Va desde la terminal de autobuses en Aventura Mall hasta el downtown de Miami por NE 2 Ave. • Con paradas en la terminal del Metrobus en el downtown. • Sevis lokal set jou sou set. • Vwayae soti nan Teminal Otobis nan Aventura Mall pou rive nan Anba Lavil Miami atrave NE 2 Ave. • Are yo gen ladan teminal Downtown Metrobus la. Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MORE INFORMATION MASINFORMACION I REIS ENFOMASYON MIAMI•DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS 9/9A DOWNTOWN NE17Str a) E m Z a) Flagler St _. N Metromover ■ Building > > a Q N w w Z Z AVENTURA MALL Route9 .... Weekday Before 6 a.m. (See Schedule) NE 3 St NE 167 St 0) N w z NE 36 St 9'A v w z LAKE CITIBANK GARAGE l� Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Miami Gardens Dr 171 / 172 St ®125 St 123 St DOWNTOWN 9A Lit AVENTURA MALL NE 185 St m 167 St Northbound NE 167 St Terminal NE 163 St Southbound NE 167 St 9 CD Terminal NE 163 St a) 172 St NE171St 163 St co.(' NORTH 07/2024 v Ln w z SERVICE FREQUENCIES FRECUENCIAS DE SERVICIO / FREKANS SEVIS YO FROM DESDE / DE TO HASTA / A EVERY CADA / CHAK WEEKDAY DIAS LABORABLES LASEMEN 4:00 a.m. 7:00 p.m. SATURDAY SABADO SAMDI 5:30 a.m. 7:00 p.m. SUNDAY DOMINGO DIMANCH 5:30 a.m. 7:00 p.m. 30 min 11:45 p.m. 60 min 40 min 60 min 40 min 11:30 p.m. 7:00 p.m. 7:00 p.m. 7:00 p.m. 12:00 a.m. 60 min Frequencies are approximate and may vary depending on traffic and road conditions. Las frecuencias son aproximadas, pues dependen del trafico y otras condiciones de las vbs. Asosye yo apwoksimatif epi yo ka varye selon kondisyon sikilasyon sou wout yo. Metro CONNECT YOUR FREE AND DIRECT CONNECTION TO BETTER BUS SCAN TO DOWNLOAD THE APP OR CALL 786-321-5842 rD QQVIO Language Assistance: Miami -Dade Transit (MDT) is committed to providing information about its transit services to passengers with limited English as part of its non-discrimination program. MDT publishes route information in Spanish and Haitian Creole and offers assistance in both languages at our Call Center at 3-1-1 or 305- 468-5900. For more information, call MDT's Office of Civil Rights & Labor Relations at 786-469-5486. Miami -Dade County provides equal access and equal opportunity in employment and does not discriminate on the basis of disability in its programs or services. Auxiliary aids and services for communication are available with five days' advance notice. For material in alternate format (audiotape, Braille or computer disk), a signlanguage interpreter or other accommodations, please contact: Miami -Dade Transit, Office of Civil Rights and Labor Relations, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Attention: ADA Coordinator. Telephone: 786-469-5225, Fax: 786-469-5589. E-mail: DTPW-ADA@miamidade.gov. Espanol: El Departamento de Transporte Publico de Miami -Dade (MDT, su sigla en ingles) esta dedicado a proveer informacion sobre sus servicios a los pasajeros que no hablan ingles. MDT publica informacion sobre sus rutas de autobus en espanol y creole haitiano y ofrece asistencia en ambos idiomas en nuestro Centro de Llamadas en el 3-1-1 o 305-468-5900. Para mas informacion, (lame la Oficina de Derechos Humanos y Relaciones Laborales de MDT al786-469-5486. El Condado de Miami -Dade ofrece igualdad de acceso y de oportunidades en el empleo y no practica la discriminacion por discapacidad, en sus programas o servicios. Los dispositivos y servicios de ayuda auditiva para la comunicacion estan disponibles previa solicitud, con cinco dias de anticipacion. Para obtener materiales en formato alternativo (cinta de audio, Braille o disco de computadora), para solicitar un interprete del lenguaje de las senas u otros servicios similares sirvase llama a: Transporte de Miami -Dade, Oficina de Derechos Civiles y Relaciones Laborales, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Atencion: ADA Coordinator. Telefono: 786-469-5225, Fax: 786-469-5589. Correo electronico: DTPW-ADA@miamidade.gov. Kreyol Ayisyen: Miami -Dade Transit (MDT) angaje li a bay pasaje ak konesans limite an Angle yo tout enfomasyon sou sevis transpo piblik nan fang pa yo. MDT pibliye enfomasyon sou traje otobis yo an Espanyol ak an Kreyol Ayisyen epi li bay asistans nan toude langyo nan Sant Repons nou an 3-1-1 oswa 305-468-5900. Pou plis enfomasyon, rele Biwo Dwa Sivik ak Relasyon Travay MDT la nan 786-469-5486. Konte Miami -Dade bay akse ak opotinite egal ego nan anplwa epi li pa fe diskriminasyon baze sou enfi mite nan pwogram li yo ak sevis li yo. Aparey ak sevis kominikasyon pou moun ki pa tande/we byen yo disponib ak yon preyavi senk jou. Pou jwenn dokiman nan lot foma (tep odyo, Bray oswa disk konpit), sevis yon entepret ki pale fang siy oswa lot akomodasyon, tanpri kontakte: Miami -Dade Transit, Biwo Dwa Civil ak Relasyon Travay, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Atansyon: ADA Coordinator. Telefon: 786-469-5225, Faks: 786-469-5589. Imel: DTPW-ADA@miamidade.gov. miamidade 0 Information 311 (305.468. 000 @GoMiamiDade . gov/transportation • Informacion • Enfomasyon 5900) TTY/Florida Relay: 711 S AppStore f Google Play GO Miami -Dade Transit MARCH 2024 MARIO 2024 MAS 2024 • Local service seven days a week. • Travels from Mercy Hospital to Northside Metrorail station along SW/NW 12 Ave. • Stops include the Civic Center, Santa Clara and Allapattah Metrorail stations. • Servicio local los siete dias de la semana. • Va desde Mercy Hospital hasta la estacion Northside del Metrorail, pasando por SW/NW 12 Ave. • Con paradas en las estaciones Civic Center, Santa Clara y Allapattah del Metrorail. • Sevis lokal set jou sou set. • Vwayaj soti nan Mercy Hospital pou rive nan estasyon Northside Metrorail sou SW/NW 12 Ave. • Are yo gen ladan Civic Center Metrorail, estasyon Santa Clara Metrorail ak estasyon Allapattah Metrorail. Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MORE INFORMATION MASINFORMACION I PEISENFOMASYON MIAMI•DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS WALMART ■ • • • NORTHSIDE SHOP CTR ■ Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 32Ave ■■■ VIZCAYA NW 79 St v GLADEVIEW N 71 St a1 67 St Q ■ �NW62St LIBERTY SQUARE a) N NW36St■■■ Santa Clara NW20St ■■■ JACKSON HOSPITAL — CIVIC CENTER LITTLE HAVANA SW8St ■ 71 St • MIAMI N.W. SR HIGH SCHOOL 12 ■ ■. • N e\ � CP P � PJe S, MERCY HOSPITAL 0- > ALLAPATTAH H 36 St Pr 33 St THE ROADS NORTH 11/2023 SERVICE FREQUENCIES FRECUENCIAS DE SERVICIO / FREKANS SEVIS YO FROM DESDE / DE TO HASTA / A EVERY CADA / CHAK WEEKDAY DIAS LABORABLES LASEMEN 12:00 a.m. 4:00 a.m. 60 min (183 St-Dowmown) 4:00 a.m. 6:00 a.m. 30 min (183 St-Dowmown) 60 min (199 St -183 St) 6:00 a.m. 10:00 a.m. 10:00 a.m. 4:00 p.m. 10 min (183 St-Dowmown) 20 min (199 St -183 St) 15 min (183 St-Dowmown) 30 min (199 St -183 St) 4:00 p.m. 7:00 p.m. 10 min (183 St-Dowmown) 20 min (199 St -183 St) 7:00 p.m. 10:00 p.m. 10:00 p.m. 15 min (183 St-Dowmown) 30 min (199 St -183 St) 12:00 a.m. SATU RDAY SABADO SAMDI 12:00 a.m. 30 min (183 St-Dowmown) 60 min (199 St -183 St) 5:00 a.m. 60 min 5:00 a.m. 7:00 a.m. 7:00 a.m. 30 min (183 St-Dowmown) 60 min (199 St -183 St) 10:00 p.m. 15 min (183 St-Dowmown) 30 min (199 St -183 St) 10:00 p.m. 12:00 a.m. 30 min (183 St-Dowmown) 60 min (199 St -183 St) SUNDAY DOMINGO DIMANCH 12:00 a.m. 6:00 a.m. 60 min 6:00 a.m. 8:00 a.m. 8:00 a.m. 8:00 p.m. 8:00 p.m. 30 min (183 St-Dowmown) 60 min (199 St -183 St) 20 min (183 St-Dowmown) 40 min (199 St -183 St) 12:00 a.m. 60 min (183 St-Dowmown) Frequencies are approximate and may vary depending on traffic and road conditions. Las frecuencias son aproximadas, pues dependen del trafico y otras condiciones de las vbs. Asosye yo apwoksimatif epi yo ka varye selon kondisyon sikilasyon sou wout yo. Language Assistance: Miami -Dade Transit (MDT) is committed to providing information about its transit services to passengers with limited English as part of its non-discrimination program. MDT publishes route information in Spanish and Haitian Creole and offers assistance in both languages at our Call Center at 3-1-1 or 305- 468-5900. For more information, call MDT's Office of Civil Rights & Labor Relations at 786-469-5486. Miami -Dade County provides equal access and equal opportunity in employment and does not discriminate on the basis of disability in its programs or services. Auxiliary aids and services for communication are available with five days' advance notice. For material in alternate format (audiotape, Braille or computer disk), a signlanguage interpreter or other accommodations, please contact: Miami -Dade Transit, Office of Civil Rights and Labor Relations, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Attention: ADA Coordinator. Telephone: 786-469-5225, Fax: 786-469-5589. E-mail: DTPW-ADA@miamidade.gov. Espanol: El Departamento de Transporte Publico de Miami -Dade (MDT, su sigla en ingles) esta dedicado a proveer informacion sobre sus servicios a los pasajeros que no hablan ingles. MDT publica informacion sobre sus rutas de autobus en espanol y creole haitiano y ofrece asistencia en ambos idiomas en nuestro Centro de Llamadas en el 3-1-1 o 305-468-5900. Para mas informacion, (lame la Oficina de Derechos Humanos y Relaciones Laborales de MDT al786-469-5486. El Condado de Miami -Dade ofrece igualdad de acceso y de oportunidades en el empleo y no practica la discriminacion por discapacidad, en sus programas o servicios. Los dispositivos y servicios de ayuda auditiva para la comunicacion estan disponibles previa solicitud, con cinco dias de anticipacion. Para obtener materiales en formato alternativo (cinta de audio, Braille o disco de computadora), para solicitar un interprete del lenguaje de las senas u otros servicios similares sirvase llama a: Transporte de Miami -Dade, Oficina de Derechos Civiles y Relaciones Laborales, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Atencion: ADA Coordinator. Telefono: 786-469-5225, Fax: 786-469-5589. Correo electronico: DTPW-ADA@miamidade.gov. Kreyol Ayisyen: Miami -Dade Transit (MDT) angaje li a bay pasaje ak konesans limite an Angle yo tout enfomasyon sou sevis transpo piblik nan fang pa yo. MDT pibliye enfomasyon sou traje otobis yo an Espanyol ak an Kreyol Ayisyen epi li bay asistans nan toude langyo nan Sant Repons nou an 3-1-1 oswa 305-468-5900. Pou plis enfomasyon, rele Biwo Dwa Sivik ak Relasyon Travay MDT la nan 786-469-5486. Konte Miami -Dade bay akse ak opotinite egal ego nan anplwa epi li pa fe diskriminasyon baze sou enfi mite nan pwogram li yo ak sevis li yo. Aparey ak sevis kominikasyon pou moun ki pa tande/we byen yo disponib ak yon preyavi senk jou. Pou jwenn dokiman nan lot foma (tep odyo, Bray oswa disk konpit), sevis yon entepret ki pale fang siy oswa lot akomodasyon, tanpri kontakte: Miami -Dade Transit, Biwo Dwa Civil ak Relasyon Travay, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Atansyon: ADA Coordinator. Telefon: 786-469-5225, Faks: 786-469-5589. Imel: DTPW-ADA@mlamidade.gov. miamidade 0 Information 311 (305.468. 000 @GoMiamiDade . gov/transportation • Informacion • Enfomasyon 5900) TTY/Florida Relay: 711 S AppStore ® Google Play GO Miami -Dade Transit I/METRO BUS JULY 2024 JULIO 2024 • Local service seven days a week • Travels from NW 199 St/NW 7 Ave to Government Center Metrorail and Metromover station, along NW 7 Ave. • Stops include Golden Glades Terminal and Park & Ride and Culmer Metrorail station. JIYE 2024 • Servicio local los siete dias de la semana. • Va desde NW 199 St/NW 7 Ave hasta la estacion Government Center del Metrorail y el Metromover, pasando por NW 7 Ave. • Con paradas en la terminal y el estacionamiento (Park & Ride) de Golden Glades y la estacion Culmer del Metrorail. • Sevis lokal set jou sou set. • Vwayaje soti nan NW 199 St/NW 7 Ave pou rive nan Government Center Metrorail ak estasyon Metromover, sou NW 7 Ave. • Are yo gen ladan Teminal Golden Glades ak Park & Ride ak Culmer Metrorail. Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 1 MORE INFORMATION MASINFORMACION I REIS ENFOMASYON 1 MIAMI•DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS 441 / NW 2 Ave 77 a) Q NW 199 St 183 St Golden Glades Park & Ride West Little River Liberty City Culmer Station SW/SE 1 St N Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk NORTH AND SOUTHBOUND Golden Glades Park & Ride Little Haiti Wynwood Park & Ride Garage lip NORTH 11/2023 SERVICE FREQUENCIES FRECUENCIAS DE SERVICIO / FREKANS SEVIS YO FROM DESDE / DE TO EVERY HASTA / A CADA / CHAK 12:00 a.m. 4:00 a.m. WEEKDAY 4:00a.m. DIAS LABORABLES LASEMEN 6:00 a.m. 6:00 a.m. 60 min (Northside-M Beach) 30 min (Hialeah-M Beach) 10:00 p.m. 15 min 10:00 p.m. 12:00a.m. SATURDAY SABADO SAMDI 12:00 a.m. 5:00 a.m. 5:00 a.m. (Hialeah-M Beath) 30 min (Hialeah-M Beath) 60 min (Northside-M Beach) 7:00 a.m. 30 min 7:00 a.m. (Hialeah-M Beath) 10:00 p.m. 15 min (Hialeah-M Beath) 10:00 p.m. 12:00 a.m. SUNDAY DOMINGO DIMANCH 30 min (Hialeah-M Beach) 12:00 a.m. 5:00 a.m. 5:00 a.m. 8:00 a.m. 60 min (Northside-M Beads) 30 min (Hialeah-M Beach) 8:00 a.m. 8:00 p.m. 8:00 p.m. 12:00 a.m. 20 min (Hialeah-M Beads) 60 min (Hialeah-M Beach) Frequencies are approximate and may vary depending on traffic and road conditions. Las frecuencias son aproximadas, pues dependen del trafico y otras condiciones de las vbs. Asosye yo apwoksimatif epi yo ka varye salon kondisyon sikilasyon sou wout yo. Language Assistance: Miami -Dade Transit (MDT) is committed to providing information about its transit services to passengers with limited English as part of its non-discrimination program. MDT publishes route information in Spanish and Haitian Creole and offers assistance in both languages at our Call Center at 3-1-1 or 305- 468-5900. For more information, call MDT's Office of Civil Rights & Labor Relations at 786-469-5486. Miami -Dade County provides equal access and equal opportunity in employment and does not discriminate on the basis of disability in its programs or services. Auxiliary aids and services for communication are available with five days' advance notice. For material in alternate format (audiotape, Braille or computer disk), a signlanguage interpreter or other accommodations, please contact: Miami -Dade Transit, Office of Civil Rights and Labor Relations, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Attention: ADA Coordinator. Telephone: 786-469-5225, Fax: 786-469-5589. E-mail: DTPW-ADA@miamidade.gov. Espanol: El Departamento de Transporte Publico de Miami -Dade (MDT, su sigla en ingles) esta dedicado a proveer informacion sobre sus servicios a los pasajeros que no hablan ingles. MDT publica informacion sobre sus rutas de autobus en espanol y creole haitiano y ofrece asistencia en ambos idiomas en nuestro Centro de Llamadas en el 3-1-1 o 305-468-5900. Para mas informacion, (lame la Oficina de Derechos Humanos y Relaciones Laborales de MDT al786-469-5486. El Condado de Miami -Dade ofrece igualdad de acceso y de oportunidades en el empleo y no practica la discrimination por discapacidad, en sus programas o servicios. Los dispositivos y servicios de ayuda auditiva para la comunicacion estan disponibles previa solicitud, con cinco dias de anticipation. Para obtener materiales en formato alternativo (cinta de audio, Braille o disco de computadora), para solicitar un interprete del lenguaje de las senas u otros servicios similares sirvase llama a: Transporte de Miami -Dade, Oficina de Derechos Civiles y Relaciones Laborales, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Atencion: ADA Coordinator. Telefono: 786-469-5225, Fax: 786-469-5589. Correo electronico: DTPW-ADA@miamidade.gov. Kreyol Ayisyen: Miami -Dade Transit (MDT) angaje li a bay pasaje ak konesans limite an Angle yo tout enfomasyon sou sevis transpo piblik nan fang pa yo. MDT pibliye enfomasyon sou traje otobis yo an Espanyol ak an Kreyol Ayisyen epi li bay asistans nan toude langyo nan Sant Repons nou an 3-1-1 oswa 305-468-5900. Pou plis enfomasyon, rele Biwo Dwa Sivik ak Relasyon Travay MDT la nan 786-469-5486. Konte Miami -Dade bay akse ak opotinite egal ego nan anplwa epi li pa fe diskriminasyon baze sou enfi mite nan pwogram li yo ak sevis li yo. Aparey ak sevis kominikasyon pou moun ki pa tande/we byen yo disponib ak you preyavi senk jou. Pou jwenn dokiman nan lot foma (tep odyo, Bray oswa disk konpit), see you entepret ki pale fang siy oswa lot akomodasyon, tanpri kontakte: Miami-Dac Transit, Biwo Dwa Civil ak Relasyon Travay, 701 NW 1st Court, Suite 1700, Miarr FL 33136. Atansyon: ADA Coordinator. Telefon: 786-469-5225, Faks: 786-469-558 Imel: DTPW-ADA@miamidade.gov. APRIL 2024 ABRIL 2024 AVRIL 2024 • Local service seven days a week. • Travels from Hialeah Metrorail Station to South Beach along NW/ NE 79 St, the 79th Street Causeway and Collins Ave • Overnight trips travel from Northside Metrorail Station • Servicio local los siete dias de la semana. • Va desde la estacion de Hialeah del Metrorail hasta South Beach, pasando por NW/NE 79 St, 79th Street Causeway y Collins Ave. • En el horario nocturno el recorrido comienza en la estacion Northside del Metrorail. • Sevis lokal set jou sou set. • Vwayaje soti nan estasyon Hialeah Metrorail pou rive nan South Beach sou NW/NE 79 St, 79th Street Causeway ak Collins Ave. • Vwayaj lannwit yo fet soti nan estasyon Northside Metrorail. miamidade 0 Information 311 (305.468. 000 @GoMiamiDade Submitted into the public record for item(s) PZ.6 on 07/24/2025. City Clerk . gov/transportation • Information • Enfdmasyon 5900) TTY/Florida Relay: 711 AppStore ® Google Play GO Miami -Dade Transit MORE INFORMATION MASINFORMACION I REIS ENFOMASYON MIAMI•DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS a 79 Hialeah Metrorail Station a) > Q d- LLJ E 25 St METRORAIL O E 21 St Tri-Rail Metrorail Station Hialeah Station HIALEAH PARK CASINO _> E21St Q LJJ N uJ Northside Metrorail Station NW 79 St 79 St Causeway Overnight Trips Only NW 79 St U St NW79St > • PARKING rQ Q - LOT - cv- -m m ■■■■■■■■■■■ NW 77St Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk NORTH 11/2023 SERVICE FREQUENCIES FRECUENCIAS DE SERVICIO / FREKANS SEVIS YO WEEKDAY DIAS LABORABLES LASEMEN FROM DESDE / DE TO HASTA / A EVERY CADA / CHAR 5:45 a.m. 8:15 a.m. 4:00 p.m. 6:00 p.m. 24 min 24 min Frequencies are approximate and may vary depending on traffic and road conditions. Las frecuencias son aproximadas, pues dependen del trafico y otras condiciones de las vbs. Asosye yo apwoksimatif epi yo ka varye salon kondisyon sikilasyon sou wout yo. MetrocoNNECT YOUR FREE AND DIRECT CONNECTION TO BETTER BUS SCAN TO DOWNLOAD THE APP OR CALL 786-321-5842 lrATCA C[ONNECT DrD QVIC1 Language Assistance: Miami -Dade Transit (MDT) is committed to providing information about its transit services to passengers with limited English as part of its non-discrimination program. MDT publishes route information in Spanish and Haitian Creole and offers assistance in both languages at our Call Center at 3-1-1 or 305- 468-5900. For more information, call MDT's Office of Civil Rights & Labor Relations at 786-469-5486. Miami -Dade County provides equal access and equal opportunity in employment and does not discriminate on the basis of disability in its programs or services. Auxiliary aids and services for communication are available with five days' advance notice. For material in alternate format (audiotape, Braille or computer disk), a signlanguage interpreter or other accommodations, please contact: Miami -Dade Transit, Office of Civil Rights and Labor Relations, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Attention: ADA Coordinator. Telephone: 786-469-5225, Fax: 786-469-5589. E-mail: DTPW-ADA@miamidade.gov. Espanol: El Departamento de Transporte Publico de Miami -Dade (MDT, su sigla en ingles) esta dedicado a proveer informacion sobre sus servicios a los pasajeros que no hablan ingles. MDT publica informacion sobre sus rutas de autobus en espanol y creole haitiano y ofrece asistencia en ambos idiomas en nuestro Centro de Llamadas en el 3-1-1 o 305-468-5900. Para mas informacion, (lame la Oficina de Derechos Humanos y Relaciones Laborales de MDT al786-469-5486. El Condado de Miami -Dade ofrece igualdad de acceso y de oportunidades en el empleo y no practica la discrimination por discapacidad, en sus programas o servicios. Los dispositivos y servicios de ayuda auditiva para la comunicacion estan disponibles previa solicitud, con cinco dias de anticipation. Para obtener materiales en formato alternativo (cinta de audio, Braille o disco de computadora), para solicitar un interprete del lenguaje de las senas u otros servicios similares sirvase llama a: Transporte de Miami -Dade, Oficina de Derechos Civiles y Relaciones Laborales, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Atencion: ADA Coordinator. Telefono: 786-469-5225, Fax: 786-469-5589. Correo electronico: DTPW-ADA@miamidade.gov. Kreyol Ayisyen: Miami -Dade Transit (MDT) angaje li a bay pasaje ak konesans limite an Angle yo tout enfomasyon sou sevis transpo piblik nan fang pa yo. MDT pibliye enfomasyon sou traje otobis yo an Espanyol ak an Kreyol Ayisyen epi li bay asistans nan toude langyo nan Sant Repons nou an 3-1-1 oswa 305-468-5900. Pou plis enfomasyon, rele Biwo Dwa Sivik ak Relasyon Travay MDT la nan 786-469-5486. Konte Miami -Dade bay akse ak opotinite egal ego nan anplwa epi li pa fe diskriminasyon baze sou enfi mite nan pwogram li yo ak sevis li yo. Aparey ak sevis kominikasyon pou moun ki pa tande/we byen yo disponib ak yon preyavi senk jou. Pou jwenn dokiman nan lot foma (tep odyo, Bray oswa disk konpit), sevis yon entepret ki pale fang siy oswa lot akomodasyon, tanpri kontakte: Miami -Dade Transit, Biwo Dwa Civil ak Relasyon Travay, 701 NW 1st Court, Suite 1700, Miami, FL 33136. Atansyon: ADA Coordinator. Telefon: 786-469-5225, Faks: 786-469-5589. Imel: DTPW-ADA@miamidade.gov. miamidade 0 Information 311 (305.468. 000 @GoMiamiDade . gov/transportation • Information • Enfomasyon 5900) TTY/Florida Relay: 711 AppStore Google Play GO Miami -Dade Transit MARCH 2024 MARZO 2024 79 STREET MAX • Limited -stop weekday morning and afternoon service. • Travels from Northside Metrorail station to 73 St & Collins Ave on Miami Beach along NW/NE 79 St and the 79th Street Causeway. • Servicio con paradas limitadas en las mananas y las tardes de los Bias laborables. • Va desde la estacion Northside del Metrorail hasta 73 St y Collins Ave en Miami Beach, pasando por NW/NE 79 St y 79th Street Causeway. MAS 2024 • Sevis are limite nan maten ak apremidi nan lasemen. • Vwayaje soti nan estasyon Northside Metrorail pou rive nan 73 St & Collins Ave sou Miami Beach sou NW/NE 79 St ak 79th Street Causeway. Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MORE INFORMATION MASINFORMACION I PEISENFOMASYON DRIVE LESS.LIVE MORE. MIAMI•DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS NORTHSIDE NORTH 11/2023 279 79 STREET MAX NW 27 Ave NW 22 Ave GLADEVIEW NW 17 Ave 0 LIMITED STOPS entire route Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk NORMANDY ISLES MIAMI BEACH v Q u) C 0 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Appendix E Trip Generation Calculations Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Existing Maximum Development Program P.M. Peak Hour Trip Generation Calculations Land Use SIP GENERATION Subcategory CHARACTERISTICS ITE Edition ITE WC Scale ITE Unit Equati on/Rate DIRECTIONAL DISTRIBUTION Entering % Exit ,,g % BASELINE In Out TRIPS Total MULTIMODAL REDUCTION Factor MR Trips In VEHICLE TRIPS O t Total INTERNAL CAPTURE Ra IC Trips VEHICLE In EXTERNAL TRIPS Out Total PASS CAPTURE Rat -BY P9 Trips NEW VEHICLE In EXTERNAL TRIPS Out Total 1 Multifamily Housing (High -Rise) Not Close to Rail Transit 11 222 1104 DU T. 0.26(X), 23.12 62% 38% 192 118 310 15.4% 48 162 100 262 4.0% 11 155 96 251 0.0% 0 155 96 251 2 Multifamily Housing (Mid -Rise) Not Close to Rail Transit 11 221 2411 DU T. 0.39(X) 61% 39% 573 367 940 15.4% 145 485 310 795 4.0% 31 466 298 764 0.0% 0 466 298 764 3 General Light Industrial All Sites 11 110 24367 KSF T. 0.65(X) 14% 86% 2,217 13,622 15,839 15.4% 2,439 1,876 11,524 13,400 0.3% 38 1,862 11,500 13,362 0.0% 0 1,862 11,500 13,362 4 General Office Building All Sites 11 710 1174 KSF T. 1.44(X) 17% 83% 287 1,404 1,691 15,4% 260 243 1,188 1,431 0.3% 4 241 1,186 1,427 0.0% 0 241 1,186 1,427 Total: 3,269 15,511 18,780 15.4% 2,892 2,766 13,122 15,888 0.5% 84 2,724 13,080 15,804 0.0% 0 2,724 13,080 15,804 Proposed Maximum Development Program P.M. Peak Hour Trip Generation Calculations Land Use Su TRIP GENERATION CHARACTERISTICS ego ITE Edition TE WC Sale ITE Uni Equation/Rate DIRECTIONAL DISTRIBUTION Entering % Exit BASELINE TRIPS In Total MULTIMODAL REDUCTION Fa o MR Trips In VEHICLE TRIPS Out Tots INTERNAL CAPTURE Rat IC Trips EXTERNAL VEHICLE TRIPS ut Total PASS -BY CAPTURE Ra! PB Trips NEW EXTERNAL VEHICLE TRIPS Tots 2 Multifamily Housing (High -Rise) General Light Industrial General Office Building Close to Rail Transit All Sites All Sites 222 11506 110 41425 710 3325 DU KSF KSF T = 0. 14(X) T = 0. 65(X) T = 0 43(X) 74% 14% 17% 26% 86% 83% 1,192 3,770 243 419 23,156 1,187 1,611 26,926 1,430 0.0% 15 4% 0.0% 4,147 1,192 3,189 243 419 1,611 19,590 22,779 1,187 1,430 4 0% 0.3% 0.3% 65 61 4 1,144 402 1,546 3,173 19,545 22,718 242 1,184 1,426 0 0% 0.0 % 0.0% 1,144 402 1,546 3,173 19,545 22,718 242 1,184 1,426 Total: K:\FTL_TPTO\143132004 - Little River SwerdlovACalcs\MNCP\Trip Gen\Trip Generation Tool_v1 a_ Redevelopment City Maximum.xlsm'. Output Detail 6/10/2025,11:30 AM 5,205 24,762 29,967 13.8% 4,147 4,624 21,196 25,820 0.5% 130 4,559 21,131 25,690 0.0% 4,559 21,131 25,690 NET NEW TRIPS I 1,835 I 8,051 I 9,886 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Existing Maximum Development Program P.M. Peak Hour Trip Generation Calculations Land Use SIP GENERATION Subcategory CHARACTERISTICS ITE Edition ITE WC Scale ITE Unit Equati on/Rate DIRECTIONAL DISTRIBUTION Entering % Exld,p % BASELINE In Out TRIPS Total MULTIMODAL REDUCTION Factor MR Trips In VEHICLE TRIPS O t Total INTERNAL CAPTURE Ra IC Trips VEHICLE In EXTERNAL TRIPS Out Total PASS CAPTURE Rat -BY P9 Trips NEW VEHICLE In EXTERNAL TRIPS Out Total 1 Multifamily Housing (High -Rise) Not Close to Rail Transit 11 222 1104 DU T = 0.26(X)+ 23.12 62% 38% 192 118 310 15.4% 48 162 100 262 4.0% 11 155 96 251 0.0% 0 155 96 251 2 Multifamily Housing (Mkt -Rise) Not Close to Rail Transit 11 221 2411 DU T = 0.39(X) 61% 39% 573 367 940 15.4% 145 485 310 795 4.0% 31 466 298 764 0.0% 0 466 298 764 3 General Light Industrial All Sites 11 110 24367 KSF T = 0.65(X) 14% 86% 2,217 13,622 15,839 15.4% 2,439 1,876 11,524 13,400 0.3% 38 1,862 11,500 13,362 0.0% 0 1,862 11,500 13,362 4 General Office Building All Sites 11 710 1174 KSF T = 1.44(X) 17% 83% 287 1,404 1,691 15,4% 260 243 1,188 1,431 0.3% 4 241 1,186 1,427 0.0% 0 241 1,186 1,427 Total: 3,269 15,511 18,780 15.4% 2,892 2,766 13,122 15,888 0.5% 84 2,724 13,080 15,804 0.0% 0 2,724 13,080 15,804 Market -Driven Development Program P.M. Peak Hour Trip Generation Calculations Land Use Su TRIP GENERATION CHARACTERISTICS ego ITE Edition TE LUC Scale ITE unit Equation/Rate DIRECTIONAL DISTRIBUTION Entering % Exit BASELINE TRIPS In Total MULTIMODAL REDUCTION Fa o MR Trips In VEHICLE TRIPS Out Tote INTERNAL CAPTURE Rat IC Trips EXTERNAL VEHICLE TRIPS ut Total PASS -BY CAPTURE Ra! PB Trips NEW EXTERNAL VEHICLE TRIPS Tota 2 Multifamily Housing (High -Rise) Shopping Center (.150k) General Office Building Close to Rail Transit All Sites All Sites 222 10500 820 1160 710 440 DU LKSF KSF T = 0. 14(X) Ln(T) = 0.72 Ln(X) + 3.02 T = 0.43(X) 74% 48% 17% 26% 52% 83% 1,088 1,582 32 382 1,714 157 1,470 3,296 189 0.0% 15 4% 0 0% 508 1,088 1,338 32 382 1,470 1,450 2,788 157 189 36. 0% 19. 8% 529 552 31.2% 59 708 233 941 1,173 1,063 2,236 7 123 130 0 0% 0.0 % 0.0% 708 233 941 1,173 1,063 2,236 7 123 130 Total: K:\FTL_TPTO\143132004 - Little River SwerdlovACalcs\MNCP\Trip Gen\Trip Generation Tool_v1 a_ Redevelopment Market Driven. Msm'. Output Detail 6/10/2025,11:28 AM 2,702 2,253 4,955 10,2% 508 2,458 1,989 4,447 25.6% 1,140 1,888 1,419 3,307 0.0% 1,888 1,419 3,307 NET NEW TRIPS 1 -836 I -11,661 I -12,497 5/6/25, 8:19 AM B08301: Means of Transportation ... - Census Bureau Table Means of Transportation to Work Average=(5.6+19.7+21.0)/3=15.4% Note: "MS is amodifiedView of the Original tableprodue1 (175) / (3, 3 6 6 — 2 3 9 ) = 5 . 6 o rtedversioni (306+118) / (2, 166-157) =19. 7 0 Census Tract 10.04; Miami -Dade County; Fionda Label Estimate Margin of Error Census Tract 14.011 Miami -Dade County; Florida Esiimale Census Oo Bureau (243+179) / (2, 532-519)=21. Margin of Error Census Tract 14,02; Miami -Dade County; Florida Estimate Margin of Error V Total: 3,366 5691 2,166 .392 2,532 6E1 V Car. truck, or van: Drove alone Y Carpooled: In 2-person carpool In 3-person carpool In 4-person carpool In 5-. or 6-person carpool In 7-or-mare-person carpool 2,736 2,865 71 71 0 0 0 5648 -837 ± 89 ±8g, ± 21 e21 a21 ±21 1,557 1,474 1i3 65 0 0 18 0 •361 ±353 ±78 ±70 ±21 ±21 ±29 ` 21 1,399 1,330 89 59 a D 0 ❑ r507 -502 ±97 -97 ±15 c15 ±15 ±15 V Public transportation lexcluding tancab1; 175 ±133 306 ±162 243 ±220 Bus Subway or elevated rail Long-distance train or commuter rail Light rail, streetcar or trolley loarrp pubijou in Puerto 61±01 Ferryboat Taxicab Motorcycle 175 0 0 0 0 0 0 -133 ±21 ±21 ±21 ± 21 ±21 ±21 306 ❑ 11 ±162 ±21 ± 21 ±21 ±21 ± 21 ±i8 243 0 0 0 ❑ ❑ '-220 ±15 ±15 115 ±15 ±15 ±15 Slcycle Walked 0 ±21 0 ±21 0 821 118 5125 179 ±15 s148 Other means 216 8131 17 229 192 a216 Worked from home 23, 2205 157 x103 519 x608 I Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk https://data.census.gov/table/ACSDT5Y2023.B08301?q=florida&g=1400000US12086001004,12086001401,12086001402 1/2 B08301: Means of Transportation ... - Census Bureau Ta IP 5/6/25, 8:19 AM Table Notes Means of Transportation to Work Survey/Program: Ani encon C0ITimu111tp Survey Universe: Workers 16 years and over Year: 2023 Estimates: 5-Year Table ID: ©09301 Although the American Community Survey (ACS} produces population, demographic and housing unit estimates, the decennial Census is the afllcial source of population lotats !or April is' official estimates of the population for the nation, states, counties, cities. and towns and estimates of housing units and the group quarters population for states and counties. Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk each decennial year. in between censuses, the Census EJ i.,•us program produces and disseminates th Information about the American Community Survey (ACS I can be found on the ACS website. Supporting documentation including cafe lists, subject definitions, data accuracy, and statisticat testing. and a full Fist of ACS tables and sable shells (without estimates) can be found on the Technical Documentation section the ACS wehslte. Sample site and data quality measures (irxiuding coverage rates, allocation rate;. and response rates) can be found on the American Community Survey website in the Methodology section. Source: U.S. Census Bureau, 2019-2023 American Community Survey 5-Year Estimates ACS data generally reflect the geographic boundaries of legal and statistical areas as of January 1 of the estimate year. For more information, see Geography Boundaries by Year. Data are based ona sample and are subject to sampling variability. The degree of uncertainty for an estimate arising Mtn sampling variability Is represented through the use of a margin of error. The value shown here iS the 90 percent margin of error. The margin of error cart be interpreted roughly as providing a 90 percent prcba Pithy thatthe interval defined by Me estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confidence b0undsh contains the true value. in addition t0 sampling variability, the ACS estimates are Subject to nensampling error (for a discussion of nensampling variability, see ACS Technical Documentation}. The effect of nensampling error isnot represented in these tables. Users must consider potential differences in geographic boundaries, questionnaire content or coding, or other methodological issues when comparing ACS data from different years. Sletistitally significant differences shown in ACS Comparison Profiles, or in data users' own analysis, may be the resell of these differences and thus might not necessarily reflect changes to the social, economic, housing, or demographic characteristics being compared. for more information. see Comparing ACS Data. Wor0ors Include members of the Armed Forces and civilians who were at work last week. Estimates of urban and rural populations. housing units, and characteristics reflect boundaries of urban areas defined ha sed on 2020 Census data. As a result. data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization. Explanation of Symbols: The estimate could' not be computed because there were an Insufficient number of sample observations. For a ratio of medians estimate. one or both of the median estimates falls In the lowest Interval or highest Interval of an open-ended distribution. For a 5-year median estimate. the margin of error associated wits median was larger than the median itself. N The estimate or margin of error cannot be displayed because there were an insufficient number of sample cases in the selected geographic area. Di The estimate or margin or error is riot applicable or not available. median - The median falls In the lowest erterral of an open-ended distribution (for example "2,500,1 median, The median falls In the highest interval of an open-ended distribution (for example "250,000+1. The margin of error could not be computed because mere were an Insufficient number of sample observations. The margin of error Coate not be computed because the median falls in the lowest intender or highest Interval of an open-ended distribution. A margin of error IS not appropriate because the corresponding estimate is controlled to an Independent population or housing estimate. Effectively, the corresponding estimate has no sampling error and the margin of error may be treated as zero. https://data.census.gov/table/ACSDT5Y2023.B08301?q=florida&g=1400000US12086001004,12086001401,12086001402 2/2 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Appendix F Cardinal and Selected Zone Analysis Distributions Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Cardinal Distribution for TAZ 406, 435, 43b, and 43/ 12.01% 12% 11.58 11% 16.46% 16% Year 2035 Applied Percentages 4.53% 5% 18.03% 18% 19.08 19% 13.87% 14% Cardinal Trip Distribution 4.53% 5% Cardinal Direction Percentage of Trips 2035 Interpolated 2035 Rounded 2015 2045 North -Northeast 17.3% 16.03% 16.46% 16.00% East -Northeast 5.4% 4.08% 4.53% 5.00% East -Southeast 5.1% 4.25% 4.53% 5.00% South -Southeast 12.9% 14.35% 13.87% 14.00% South -Southwest 17.6% 19.83% 19.08% 19.00% West -Southwest 17.9% 18.10% 18.03% 18.00% West -Northwest 10.5% 12.15% 11.58% 11.00% North -Northwest 13.4% 11.33% 12.01% 12.00% Total 100.1% 100.1% 100.08% 100.00% K:\FTL_TPTO\143132004 - Little River Swerdlow\Calcs\Trip Distribution\Cardinal Distrbution.xls Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk MIAMI-DADE TRANSPORTATION PLANNING ORGANIZATION vr,/, re" /// 0, 177/4 SUPPORTING DOCUMENTS DIRECTIONAL TRIP DISTRIBUTION REPORT SEPTEMBER 2019 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk DIRECTIONAL TRIP DISTRIBUTION REPORT 5 Base Year Direction Trip Distribution Summary TAZ of Origin Trips / Percent 1 Trips Cardinal Directions Total Trips 4,905 County Regional NNE 664 ENE 169 ESE SSE SSW 980 WSW 1,085 WNW 649 NNW 761 TAZ TAZ 391 3291 282 261 391 3291 Percent 13.7 3.5 5.8 5.4 20.2 22.4 13.4 15.7 392 3292 Trips 1,387 321 311 1,201 1,372 1,491 1,076 1,328 8,720 392 3292 Percent 16.3 3.8 3.7 14.2 16.2 17.6 12.7 15.7 393 3293 Trips 343 219 150 518 398 475 395 339 2,916 393 3293 Percent 12.1 7.7 5.3 18.3 14.0 16.7 13.9 11.9 394 3294 Trips 45 1 16 21 24 27 25 57 216 394 3294 Percent 20.7 0.3 7.6 9.9 11.2 12.3 11.8 26.3 395 3295 Trips 558 253 199 662 680 651 508 633 4,274 395 3295 Percent 13.5 6.1 4.8 16.0 16.4 15.7 12.3 15.3 396 3296 Trips 1,405 284 444 819 1,580 1,497 1,035 1,244 8,614 396 3296 Percent 16.9 3.4 5.3 9.9 19.0 18.0 12.5 15.0 397 3297 Trips 925 337 379 938 892 1,027 605 831 6,114 397 3297 Percent 15.6 5.7 6.4 15.8 15.0 17.3 10.2 14.0 398 3298 Trips 75 57 68 109 148 125 84 86 755 398 3298 Percent 10.0 7.6 9.1 14.5 19.7 16.6 11.1 11.4 399 3299 Trips 129 36 69 166 153 186 126 113 978 399 3299 Percent 13.2 3.7 7.1 17.0 15.6 19.0 12.9 11.6 400 3300 Trips 240 80 67 203 240 242 154 161 1,419 400 3300 Percent 17.3 5.8 4.8 14.7 17.3 17.5 11.1 11.6 401 3301 Trips 345 115 107 381 335 439 296 282 2,359 401 3301 Percent 15.0 5.0 4.6 16.6 14.6 19.1 12.9 12.3 402 3302 Trips 263 119 71 327 349 333 225 272 2,009 402 3302 Percent 13.4 6.1 3.6 16.7 17.8 17.0 11.5 13.9 403 3303 Trips 833 157 231 319 1,182 892 681 700 5,203 403 3303 Percent 16.7 3.1 4.6 6.4 23.7 17.9 13.6 14.0 404 3304 3304 3305 3305 3306 Trips 194 87 19 144 252 299 156 235 1,386 404 Percent 14.0 6.3 1.4 10.4 18.2 21.6 11.3 17.0 405 Trips 724 205 98 132 1,207 946 619 653 4,714 405 Percent 15.8 4.5 2.1 2.9 26.3 20.6 13.5 14.2 406 Trips 820 302 210 649 781 753 640 558 4,867 I 406 3306 Percent 17.4 6.4 4.5 13.8 16.6 16.0 13.6 11.9 I 407 3307 Trips 510 88 100 263 416 435 358 337 2,560 407 3307 Percent 20.4 3.5 4.0 10.5 16.6 17.3 14.3 13.5 408 3308 Trips 433 103 96 120 409 342 242 209 1,969 408 3308 Percent 22.2 5.3 4.9 6.1 20.9 17.5 12.4 10.7 409 3309 3309 Trips 660 134 129 286 825 570 515 533 3,732 409 Percent 18.1 3.7 3.5 7.8 22.6 15.6 14.1 14.6 410 3310 Trips 174 65 51 145 184 147 178 147 1,100 410 3310 Percent 16.0 6.0 4.7 13.3 16.9 13.4 16.4 13.5 411 3311 Trips 42 4 14 26 36 31 29 31 213 411 3311 Percent 19.9 1.8 6.5 12.4 16.7 14.5 13.8 14.3 412 3312 Trips 295 92 81 260 240 244 183 208 1,638 412 3312 Percent 18.4 5.8 5.1 16.2 15.0 15.2 11.4 13.0 413 3313 Trips 533 163 187 519 683 611 449 441 3,641 413 3313 Percent 14.9 4.5 5.2 14.5 19.0 17.0 12.5 12.3 414 3314 Trips 147 50 41 89 132 178 85 126 856 414 3314 Percent 17.3 5.9 4.9 10.6 15.6 21.0 10.0 14.8 415 3315 Trips 404 15.1 1,312 18.2 222 156 418 459 350 256 406 2,752 415 3315 Percent 8.3 5.8 15.7 17.2 13.1 9.6 15.2 416 3316 Trips 509 361 1,116 1,153 852 752 1,173 7,736 416 3316 Percent 7.0 5.0 15.4 16.0 11.8 10.4 16.2 20 2 .LRTP Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Trips / Percent Trips NNW 380 Total Trips 2,958 TAZ of Origin Cardinal Directions County Regional NNE ENE ESE SSE 455 SSW WSW WNW 366 TAZ TAZ 417 3317 539 117 234 479 372 417 3317 3318 3318 Percent 18.3 4.0 8.0 15.5 16.3 12.6 12.4 12.9 418 Trips 298 164 103 254 303 331 187 313 1,961 418 Percent 15.3 8.4 5.3 13.0 15.5 16.9 9.6 16.0 419 3319 Trips 342 197 210 408 437 296 342 348 2,631 419 3319 Percent 13.3 7.7 8.1 15.8 16.9 11.5 13.3 13.5 420 3320 Trips 285 128 198 337 340 178 290 246 2,044 420 3320 Percent 14.3 6.4 9.9 16.8 17.0 8.9 14.5 12.3 421 3321 Trips 206 105 122 198 228 163 170 213 1,419 421 3321 Percent 14.7 7.5 8.7 14.1 16.2 11.6 12.1 15.2 422 3322 Trips 384 176 130 336 395 249 297 328 2,324 422 3322 Percent 16.7 7.7 5.7 14.7 17.2 10.9 12.9 14.3 423 3323 Trips 73 24 29 48 79 49 53 53 408 423 3323 Percent 18.0 6.0 7.0 11.7 19.4 12.1 12.9 13.0 424 3324 Trips 337 262 164 297 370 256 386 245 2,385 424 3324 Percent 14.5 11.3 7.1 12.8 16.0 11.1 16.7 10.6 425 3325 Trips 158 80 111 161 147 129 129 157 1,095 425 3325 Percent 14.7 7.5 10.3 15.0 13.8 12.0 12.0 14.7 426 3326 Trips 798 411 532 560 771 600 647 775 5,163 426 3326 Percent 15.7 8.1 10.5 11.0 15.1 11.8 12.7 15.2 427 3327 Trips 563 252 280 390 583 419 413 476 3,392 427 3327 Percent 16.7 7.5 8.3 11.5 17.3 12.4 12.2 14.1 428 3328 Trips 434 294 210 390 468 329 319 345 2,798 428 3328 Percent 15.6 10.5 7.5 14.0 16.8 11.8 11.5 12.4 429 3329 Trips 179 66 70 120 169 122 135 149 1,010 429 3329 Percent 17.7 6.6 6.9 11.9 16.7 12.1 13.3 14.8 430 3330 3330 3331 Trips 358 183 233 406 435 240 290 250 2,399 430 Percent 15.0 7.6 9.7 17.0 18.2 10.0 12.1 10.4 431 Trips 1,018 633 313 607 833 541 522 757 5,284 431 3331 Percent 19.5 12.1 6.0 11.6 15.9 10.4 10.0 14.5 432 3332 Trips 537 268 393 596 470 618 402 491 3,840 432 3332 Percent 14.2 7.1 10.4 15.8 12.4 16.4 10.6 13.0 433 3333 Trips 410 173 238 363 544 309 341 319 2,745 433 3333 Percent 15.2 6.4 8.8 13.5 20.2 11.4 12.7 11.8 434 3334 3334 3335 Trips 320 130 83 416 312 306 313 290 2,199 434 Percent 14.8 6.0 3.8 19.2 14.4 14.1 14.4 13.4 786 435 Trips 136 54 32 78 148 149 68 121 435 3335 Percent 17.3 6.9 4.1 9.9 18.9 18.9 8.6 15.4 436 3336 Trips 618 138 207 403 607 573 302 478 3,378 436 3336 Percent 18.6 4.2 6.2 12.1 18.2 17.2 9.1 14.4 437 3337 Trips 476 125 167 470 497 578 312 352 2,995 437 3337 Percent 16.0 4.2 5.6 15.8 16.7 19.4 10.5 11.8 438 3338 Trips 61 12.7 33 17 57 101 75 50 87 482 438 3338 Percent 6.9 3.5 11.8 20.9 15.6 10.5 18.1 439 3339 Trips 1,165 622 493 935 932 1,016 608 1,019 6,966 439 3339 Percent 17.2 9.2 7.3 13.8 13.7 15.0 9.0 15.0 440 3340 3340 3341 3341 r 3342 Trips 490 319 280 485 509 534 408 361 3,423 440 Percent 14.5 9.4 8.3 14.3 15.0 15.8 12.0 10.7 441 I Trips 481 183 346 466 571 573 439 406 3,623 441 Percent 13.9 5.3 10.0 13.5 16.5 16.5 12.7 11.7 442 Trips 244 61 109 162 154 219 184 167 1,325 442 3342 Percent 18.8 4.7 8.4 12.5 11.9 16.8 14.1 12.9 21 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk DIRECTIONAL TRIP DISTRIBUTION REPORT Miami -Dade 2045 Cost Feasible Plan Direction Trip Distribution Summary TAZ of Origin Trips / p Percent Trips Percent Cardinal Directions Total Trips 7,535 CountyRegional TAZ 391 391 g TAZ 3291 3291 NNE 1,010 14.1 ENE ESE SSE SSW 390 1,849 WSW WNW NNW 886 12.4 275 342 1,519 881 3.9 4.8 5.5 25.9 21.2 12.3 392 3292 Trips 1,729 528 459 1,442 2,383 2,052 1,406 1,464 11,803 392 3292 Percent 15.1 4.6 4.0 12.6 20.8 17.9 12.3 12.8 393 3293 Trips 424 205 257 406 651 593 530 395 3,538 393 3293 Percent 12.3 5.9 7.4 11.7 18.8 17.1 15.3 11.4 394 3294 Trips 51 5 26 35 60 89 48 45 358 394 3294 Percent 14.3 1.3 7.2 9.7 16.7 24.9 13.4 12.5 395 3295 Trips 787 214 324 751 1,127 985 730 781 5,826 395 3295 Percent 13.8 3.8 5.7 13.2 19.8 17.3 12.8 13.7 396 3296 Trips 1,446 249 394 768 2,325 1,733 1,191 1,282 9,683 396 3296 3297 3297 3298 3298 Percent 15.4 2.7 4.2 8.2 24.8 18.5 12.7 13.7 397 Trips 1,114 302 449 1,022 1,459 1,285 913 954 7,832 397 Percent 14.9 4.0 6.0 13.6 19.5 17.1 12.2 12.7 398 Trips 147 27 48 129 141 140 117 124 874 398 Percent 16.8 3.2 5.5 14.8 16.2 16.1 13.4 14.2 399 3299 Trips 191 42 62 139 206 222 111 153 1,151 399 3299 3300 3300 Percent 17.0 3.7 5.6 12.4 18.3 19.7 9.8 13.6 400 Trips 288 149 91 214 399 298 241 259 2,006 400 Percent 14.9 7.7 4.7 11.0 20.6 15.4 12.4 13.4 401 3301 Trips 1,420 291 377 1,357 1,999 1,803 1,176 1,107 9,890 401 3301 Percent 14.9 3.1 4.0 14.2 21.0 18.9 12.3 11.6 402 3302 Trips 411 114 144 371 626 494 385 344 2,934 402 3302 Percent 14.2 3.9 5.0 12.9 21.7 17.1 13.3 11.9 403 3303 Trips 1,038 165 239 391 1,557 1,180 894 1,003 6,693 403 3303 Percent 16.0 2.6 3.7 6.0 24.1 18.3 13.8 15.5 404 3304 Trips 265 70 36 116 391 362 232 224 1,705 404 3304 Percent 15.6 4.1 2.1 6.8 23.1 21.4 13.7 13.2 405 3305 Trips 1,087 224 141 171 1,706 1,348 673 721 6,263 405 3305 Percent 17.9 3.7 2.3 2.8 28.1 22.2 11.1 11.9 406 3306 Trips 954 231 200 751 1,228 1,039 768 651 5,956 406 3306 Percent 16.4 4.0 3.4 12.9 21.1 17.8 13.2 11.2 407 3307 Trips 1,089 199 315 719 1,309 1,028 809 731 6,338 407 3307 Percent 17.6 3.2 5.1 11.6 21.1 16.6 13.1 408 3308 Trips 857 168 207 263 1,124 938 611 4,826 408 3308 Percent 18.2 3.6 4.4 5.6 23.9 19.9 13.0 11.5 409 3309 Trips 1,255 227 254 531 1,839 1,143 942 1,004 7,419 409 3309 Percent 17.4 3.2 3.5 7.4 25.6 15.9 13.1 14.0 410 3310 Trips 212 33 55 171 287 168 115 144 1,186 410 3310 Percent 17.9 2.8 4.6 14.4 24.2 14.2 9.7 12.1 411 3311 Trips 52 12 10 32 58 44 39 38 286 411 3311 Percent 18.2 4.3 3.6 11.2 20.3 15.5 13.7 13.2 412 3312 Trips 344 82 58 186 334 256 230 222 1,755 412 3312 Percent 20.1 4.8 3.4 10.8 19.5 15.0 13.4 13.0 413 3313 Trips 784 213 214 744 902 756 479 476 4,631 413 3313 Percent 17.2 4.7 4.7 16.3 19.7 16.6 10.5 10.4 414 3314 Trips 220 89 45 161 220 219 123 138 1,233 414 3314 Percent 18.1 7.3 3.7 13.3 18.1 18.0 10.1 11.4 415 3315 Trips 589 219 177 596 716 451 380 369 3,594 415 3315 Percent 16.8 6.3 5.1 17.0 20.5 12.9 10.9 10.6 416 3316 Trips 1,266 343 286 1,166 1,162 722 749 835 6,813 416 3316 Percent 19.4 5.3 4.4 17.9 17.8 11.1 11.5 12.8 80 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk TAZ of Origin County TAZ Regional TAZ Miami -Dade 2045 Cost Feasible Plan Direction Trip Distribution Summary Trips / Percent NNE ENE ESE Cardinal Directions SSE SSW WSW WNW NNW Total Trips 417 417 3317 Trips 3317 Percent 556 15.3 190 5.2 289 8.0 418 3318 Trips 311 161 107 418 3318 Percent 12.5 6.5 4.3 419 3319 Trips 547 204 246 419 420 420 421 3319 3320 3320 3321 Percent Trips Percent Trips 15.5 398 12.5 402 5.8 229 7.2 7.0 221 632 17.4 423 17.0 560 15.8 594 645 17.8 422 11.6 480 364 19.3 14.6 7.0 18.7 200 267 468 613 17.3 587 18.4 553 446 12.6 336 10.6 318 484 13.4 236 9.5 458 13.0 424 13.3 443 409 11.3 3,675 407 2,515 16.4 465 3,584 13.1 393 12.4 3,267 420 3,135 421 3321 422 3322 Percent Trips 13.1 6.5 8.7 15.2 18.0 10.4 14.4 13.7 662 396 381 652 780 427 533 422 3322 Percent 15.4 9.2 8.8 15.2 18.1 9.9 12.4 423 423 424 424 425 425 426 3323 3323 3324 Trips Trips 187 91 74 123 175 117 135 Percent 18.3 8.9 7.3 12.1 17.2 11.5 13.2 3324 Percent 3325 3325 3326 Trips Percent Trips 813 15.4 146 11.9 719 767 14.5 76 6.1 481 325 6.2 148 12.0 648 505 9.6 232 18.9 706 426 8.1 161 13.1 856 495 9.4 129 10.5 669 1,020 19.3 164 13.3 569 474 4,358 11.0 117 1,018 11.5 926 5,369 17.6 176 1,240 14.2 426 427 427 428 3326 3327 3327 3328 Percent Trips 13.4 8.9 12.1 13.1 15.9 12.4 Percent Trips 428 3328 Percent 429 3329 Trips 429 3329 Percent 430 3330 Trips 430 431 431 432 3330 3331 3331 3332 Percent Trips Percent Trips 852 15.6 521 15.9 306 19.7 485 16.5 982 15.8 607 464 8.5 275 422 790 1,021 7.7 620 14.4 18.6 302 11.3 496 612 8.4 9.2 324 15.1 18.7 129 127 9.9 222 292 8.3 8.1 125 10.6 609 11.1 387 11.8 184 731 5,469 13.6 704 5,578 12.8 360 3,289 11.0 14.3 18.8 195 262 8.1 11.8 468 553 6.6 526 8.4 268 8.9 316 382 15.9 18.8 496 10.7 13.0 170 1,572 11.0 286 3,000 9.7 879 1,208 8.0 658 769 720 6,389 14.1 19.4 326 10.6 12.3 11.5 760 654 432 3332 Percent 13.6 6.0 7.3 760 549 546 4,580 17.0 14.6 433 3333 Trips 615 183 285 17.0 12.3 12.2 589 692 375 507 496 3,831 433 3333 434 3334 Percent Trips 434 435 3334 Percent 3335 Trips 16.4 740 17.9 142 4.9 7.6 15.8 I 18.5 244 209 10.0 13.5 13.3 756 671 5.9 5.1 58 35 522 492 493 4,221 18.3 16.3 160 146 12.6 11.9 11.9 172 116 97 927 43S 3339 Percent 15 4 6 3 3R 177 15R 1R6 17 6 10 5 1 436 436 437 3336 Trips 3336 Percent 3337 Trips 812 16.0 545 166 3.3 90 226 4.5 177 615 12.1 508 1,186 23.4 635 939 18.5 585 519 10.3 416 605 5,163 11.9 390 3,420 437 3337 Percent 16.3 2.7 5.3 15.2 19.0 17.5 12.5 11.7 I 438 3338 Trips 115 37 27 101 134 108 116 99 747 438 3338 Percent 15.6 5.0 3.7 13.8 18.1 14.6 15.7 13.5 439 3339 Trips 1,487 658 660 1,373 1,202 1,252 909 1,105 8,894 439 3339 Percent 17.2 7.6 7.6 15.9 13.9 14.5 10.5 12.8 440 3340 Trips 607 326 347 851 865 682 651 470 4,852 440 3340 Percent 12.7 6.8 7.2 17.7 18.0 14.2 13.6 9.8 441 3341 Trips 645 209 297 831 718 852 578 503 4,822 441 3341 Percent 13.9 4.5 6.4 17.9 15.5 18.4 12.5 10.9 442 3342 Trips 226 87 101 264 342 338 219 217 1,846 442 3342 Percent 12.6 4.8 5.6 14.7 19.1 18.8 12.2 12.1 81 Little River Swerdlow SERPM 8.543 Trip Distribution Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk NE 81 st Street 2 2 NE 71 st Street ,o Kimley Horn & Associates) Little River Swerdlow SERPM 8.543 Trip Distribution nd Street Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk st Street 2 5 5 NE 79th S treet5 1 S 1 Lo IY -o1 0 0 0 o 0 1 NE 54th Street 0 1 (Licensed to Kimley Horn & Associates) Little River Swerdlow SERPM 8.543 Trip Distribution _ v v rq3) 3 CO)Co°°)) iO 1 o N 1� qQ 1 ,1-_=0 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 0 2 (Licensed to Kimley Horn & Associates) Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Appendix G Background Area Growth Rate Calculations Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk FDOT Historical Growth Trends Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk FDOT Growth Rate Summary Station Number Location Historical Growth- Linear Historical Growth- Exponential Historical Growth- Decaying Exponential 5-year R-squared 10-year R-squared 5-year R-squared 10-year R-squared 5-year R-squared 10-year R-squared 103 NE 82od Street/One-Way-Pair VVB -- 750 feet north of NE 7 ' Avenue 2.20% 10.94% 3.48% 37.13% 2.29% 11.78% 3.07% 37.47% 3.42% 26.47% 3.13% 31.71% 104 SR 934/NE 79`h Street/One-Way-Pair EB - 200 feet west of NE 4 `h Court 1.49% 14.14% -0.08% 0.26% 1.45% 13.08% -0.12% 0.31% 0.63% 2.95% -0.20% 0.99% 105 SR 934/NE 82od Street/One-Way-Pair WB -- 200 feet west of NE 3 ra Place 3.55% 97.30% 1.82% 42.55% 3.38% 97.91% 1.70% 39.77% 3.28% 87.12% 1.33% 19.95% 143 SR 5/US-1 -- 200 feet south of NE 36th Street -1.88% 34.08% 2.92% 48.64% -2.05% 35.23% 2.77% 49.36% -1.59% 23.55% 3.54% 71.92% 235 SR 7/US-441/SVV/NVV 7' Avenue -- 130 feet south of NVV 98 `h Street -3.83% 79.31% -1.05% 9.57% -3.99% 79.69% -1.07% 9.34% -4.33% 89.79% -0.74% 3.81% 547 SR 934/NVV 79`h Street - 400 feet west of NVV 7 `h Avenue 0.60% 4.72% 1.30% 20.76% 0.60% 4.51% 1.25% 19.01% 0.40% 2.36% 1.07% 13.82% 2036 SR 9A/I-95 -- 500 feet north of Bridge 870432 - SB Cabinet MP 0.17% 9.42% -0.10% 0.67% 0.17% 9.18% -0.09% 0.59% 0.13% 5.84% 0.01% 0.00% 2553 SR 9A/I-95 North -South Expressway -- 800 feet north of NW 62 nd Street -4.91% 21.26% 0.11% 0.05% -5.68% 25.30% -0.11 % 0.06% -3.44% 9.00% 0.27% 0.28% 5065 SR 5/US-1 -- 120 feet north of NE 71 S Street 0.79% 5.45% -0.39% 8.80% 0.72% 4.78% -0.45% 9.56% 0.13% 0.16% -0.39% 7.52% 5068 SR 5/US-1 -- 200 feet north of NE 79th Street/SR 934 -0.12% 0.25% 1.27% 41.67% -0.12% 0.27% 1.21% 40.36% 0.06% 0.23% 1.06% 27.64% 5144 SR7/US-441/SW/NW7`h Avenue-- 500 feet north of NVV 62°° Street -1.50% 39.24% 0.76% 10.22% -1.44% 38.51% 0.78% 11.39% -1.81% 58.67% 1.06% 20.01% 7096 NE 62°d Street - 200 feet east of NE 4 th Court 2.94% 80.00% -2.53% 46.56% 2.82% 79.99% -2.82% 43.00% 2.14% 89.51% -2.99% 56.25% 8269 North Miami Avenue -- 200 feet south of NVV 79 `h Street 0.12% 0.70% 1.33% 6.23% 0.12% 0.71% 1.93% 10.00% -0.12% 1.15% 2.71% 23.42% 8338 NVV 2°d Avenue -- 200 feet south of NVV 79 `h Street 3.06% 98.46% 4.44% 82.22% 2.93% 98.45% 3.81% 76.68% 3.46% 91.95% 4.29% 91.44% 8351 NE 2od Avenue -- 200 feet north of NE 96' Street -4.40% 64.91% -2.26% 47.96% -4.91% 63.94% -2.57% 46.52% -4.23% 55.09% -2.57% 49.45% 8627 NVV 61' Street/Dr MLK JR - 100 feet east of NE 4`h Avenue -3.26% 57.80% -2.18% 33.98% -4.56% 57.45% -2.40% 33.51% -3.36% 47.45% -1.41% 14.25% 8707 NE 2od Avenue -- 100 feet north of NE 71 S` Street 6.54% 51.08% 2.22% 29.78% 5.79% 48.59% 1.85% 27.27% 4.99% 35.10% 1.48% 15.06% Total 0.09% 39.36% 0.65% 27.47% -0.15% 39.37% 0.51% 26.72% -0.01% 36.85% 0.69% 26.32% K:\FTL TPTO\143132004 - Little River Swerdlow \Cal.\CDMP\Growth \Growth FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0103 - NE 82ST/ONE-WAY-PAIR WB. 750' E NE 7 AVE. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 15500 C W 15500 0 9.00 99.90 9.60 2023 18000 C W 18000 0 9.00 99.90 9.70 2022 18500 C W 18500 0 9.00 99.90 6.80 2021 13500 C W 13500 0 9.00 99.90 8.70 2020 15000 C W 15000 0 9.00 99.90 7.60 2019 12500 C W 12500 0 9.00 99.90 10.20 2018 12500 C W 12500 0 9.00 99.90 8.50 2017 17000 C W 17000 0 9.00 99.90 6.90 2016 13500 C W 13500 0 9.00 99.90 7.20 2015 13000 C W 13000 0 9.00 99.90 11.80 2014 14000 C W 14000 9.00 99.90 10.40 2013 11500 C W 11500 0 9.00 99.90 9.00 2012 11500 C W 11500 0 9.00 99.90 10.50 2011 13000 C W 13000 0 9.00 99.90 10.50 2010 10000 C W 10000 0 8.98 99.99 9.50 2009 11500 C W 11500 0 8.99 99.99 8.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 82 STREET/ONE-WAY-PAIR WB. -- 750' E NE 7 AVENUE County: Station #: Highway: Miami -Dade (87) 0103 NE 82 STREET/ONE-WAY-PAIR WB. Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 — 10000 5000 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 10.94% Trend Annual Historic Growth Rate: 2.20% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 14500 15900 2021 16500 16300 2022 18500 16600 2023 18000 17000 2024 15500 17300 *Axle -Adjusted Traffic Trends NE 82 STREET/ONE-WAY-PAIR WB. -- 750' E NE 7 AVENUE Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0103 NE 82 STREET/ONE-WAY-PAIR WB. Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 — 10000 5000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 37.13% Trend Annual Historic Growth Rate: 3.48% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 13000 13100 2016 13500 13500 2017 17000 14000 2018 12500 14500 2019 12500 14900 2020 14500 15400 2021 16500 15800 2022 18500 16300 2023 18000 16800 2024 15500 17200 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 82 STREET/ONE-WAY-PAIR WB. -- 750' E NE 7 AVENUE County: Station #: Highway: Miami -Dade (87) 0103 NE 82 STREET/ONE-WAY-PAIR WB. Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 — 10000 5000 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 11.78% Compounded Annual Historic Growth Rate: 2.29% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 14500 15800 2021 16500 16200 2022 18500 16500 2023 18000 16900 2024 15500 17300 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 82 STREET/ONE-WAY-PAIR WB. -- 750' E NE 7 AVENUE County: Station #: Highway: Miami -Dade (87) 0103 NE 82 STREET/ONE-WAY-PAIR WB. Average Daily Traffic (Vehicles/Day) 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — =Observed Count ..Fitted Curve 0 + + I I 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 37.47% Compounded Annual Historic Growth Rate: 3.07% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 13000 13100 2016 13500 13500 2017 17000 13900 2018 12500 14300 2019 12500 14800 2020 14500 15200 2021 16500 15700 2022 18500 16200 2023 18000 16700 2024 15500 17200 *Axle -Adjusted Traffic Trends NE 82 STREET/ONE-WAY-PAIR WB. -- 750' E NE 7 AVENUE Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0103 NE 82 STREET/ONE-WAY-PAIR WB. Average Daily Traffic (Vehicles/Day) 25000 — 20000 — 15000 — 10000 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 26.47% Compounded Annual Historic Growth Rate: 3.42% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 14500 15300 2021 16500 16200 2022 18500 16800 2023 18000 17200 2024 15500 17500 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 82 STREET/ONE-WAY-PAIR WB. -- 750' E NE 7 AVENUE County: Station #: Highway: Miami -Dade (87) 0103 NE 82 STREET/ONE-WAY-PAIR WB. Average Daily Traffic (Vehicles/Day) 20000 — 18000 — 16000 — 14000 — 12000 — 10000 — 8000 — 6000 — 4000 — 2000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 31.71 Compounded Annual Historic Growth Rate: 3.13% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 13000 12500 2016 13500 13700 2017 17000 14400 2018 12500 14900 2019 12500 15300 2020 14500 15600 2021 16500 15900 2022 18500 16100 2023 18000 16300 2024 15500 16500 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0104 - SR 934/NE 79 ST/ONE WAY PAIR EB, 200' W NE 4 CT YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 30200 C E 23500 W 6700 9.00 54.90 9.60 2023 27400 C E 20500 W 6900 9.00 55.10 9.70 2022 25700 C E 19000 W 6700 9.00 54.70 6.80 2021 26400 C E 20000 W 6400 9.00 54.30 8.70 2020 25700 C E 19500 W 6200 9.00 54.20 7.60 2019 29700 C E 23000 W 6700 9.00 54.60 10.20 2018 29600 C E 22500 W 7100 9.00 54.30 8.50 2017 25500 C E 19000 W 6500 9.00 55.00 6.90 2016 28700 C E 22000 W 6700 9.00 54.50 7.20 2015 28800 C E 22500 W 6300 9.00 54.70 11.80 2014 30900 C E 24500 W 6400 9.00 54.50 10.40 2013 26400 C E 19500 W 6900 9.00 52.40 9.00 2012 18000 C E 18000 0 9.00 99.90 10.50 2011 23000 C E 23000 0 9.00 99.90 10.50 2010 22500 C E 22500 0 8.98 99.99 9.50 2009 19500 C E 19500 0 8.99 99.99 8.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends SR 934/NE 79 STREET/ONE WAY PAIR EB -- 200' W NE 4 COURT Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0104 SR 934/NE 79 STREET/ONE WAY PAIR EE Average Daily Traffic (Vehicles/Day) 40000 — 35000 — 30000 — 25000 — 20000 — 15000 10000 5000 0 Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 14.14% Trend Annual Historic Growth Rate: 1.49% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 28400 26900 2021 27000 27300 2022 25700 27700 2023 27400 28100 2024 30200 28500 *Axle -Adjusted Traffic Trends SR 934/NE 79 STREET/ONE WAY PAIR EB -- 200' W NE 4 COURT Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0104 SR 934/NE 79 STREET/ONE WAY PAIR EE Average Daily Traffic (Vehicles/Day) 35000 — 30000 — 25000 20000 15000 10000 5000 0 + 2015 f 1 1 2020 =Observed Count ..Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2025 2030 2035 2040 2045 Year Trend R-squared: 0.26% Trend Annual Historic Growth Rate: -0.08% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 28800 28200 2016 28700 28200 2017 25500 28200 2018 29600 28100 2019 29700 28100 2020 28400 28100 2021 27000 28100 2022 25700 28000 2023 27400 28000 2024 30200 28000 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 934/NE 79 STREET/ONE WAY PAIR EB -- 200' W NE 4 COURT County: Station #: Highway: Miami -Dade (87) 0104 SR 934/NE 79 STREET/ONE WAY PAIR EE Average Daily Traffic (Vehicles/Day) 40000 — 35000 — 30000 — 25000 — 20000 — 15000 10000 5000 0 =Observed Count Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 13.08% Compounded Annual Historic Growth Rate: 1.45% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 28400 26900 2021 27000 27300 2022 25700 27700 2023 27400 28100 2024 30200 28500 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 934/NE 79 STREET/ONE WAY PAIR EB -- 200' W NE 4 COURT County: Station #: Highway: Miami -Dade (87) 0104 SR 934/NE 79 STREET/ONE WAY PAIR EE Average Daily Traffic (Vehicles/Day) 35000 — 30000 — 25000 20000 15000 10000 5000 0 + 1 2015 f f 1 1 1 2020 =Observed Count ..Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2025 2030 2035 2040 2045 Year Trend R-squared: 0.31% Compounded Annual Historic Growth Rate: -0.12% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 28800 28200 2016 28700 28200 2017 25500 28100 2018 29600 28100 2019 29700 28100 2020 28400 28000 2021 27000 28000 2022 25700 28000 2023 27400 27900 2024 30200 27900 *Axle -Adjusted Traffic Trends SR 934/NE 79 STREET/ONE WAY PAIR EB -- 200' W NE 4 COURT Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0104 SR 934/NE 79 STREET/ONE WAY PAIR EE Average Daily Traffic (Vehicles/Day) 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count ..Fitted Curve 2020 I 1 1 I 1 I 1 I 1 1 I 1 1 1 1 1 1 1 2025 2030 Year 2035 2040 2045 Trend R-squared: 2.95% Compounded Annual Historic Growth Rate: 0.63% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 28400 27300 2021 27000 27600 2022 25700 27800 2023 27400 27900 2024 30200 28000 *Axle -Adjusted Traffic Trends SR 934/NE 79 STREET/ONE WAY PAIR EB -- 200' W NE 4 COURT Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0104 SR 934/NE 79 STREET/ONE WAY PAIR EE Average Daily Traffic (Vehicles/Day) 35000 — 30000 — 25000 20000 15000 10000 5000 0 + 2015 f + 1 1 2020 =Observed Count ..Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2025 2030 2035 2040 2045 Year Trend R-squared: 0.99% Compounded Annual Historic Growth Rate: -0.20% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 28800 28400 2016 28700 28300 2017 25500 28200 2018 29600 28100 2019 29700 28100 2020 28400 28000 2021 27000 28000 2022 25700 28000 2023 27400 27900 2024 30200 27900 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0105 - SR 934/NE 82 ST/ONE-WAY PAIR WB, 200' W NE 3 PL YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 19500 C W 19500 0 9.00 99.90 9.60 2023 18500 C W 18500 0 9.00 99.90 9.70 2022 18000 C W 18000 0 9.00 99.90 6.80 2021 17500 C W 17500 0 9.00 99.90 8.70 2020 16000 C W 16000 0 9.00 99.90 7.60 2019 16500 C W 16500 0 9.00 99.90 10.20 2018 14500 C W 14500 0 9.00 99.90 8.50 2017 16000 C W 16000 0 9.00 99.90 6.90 2016 17500 C W 17500 0 9.00 99.90 7.20 2015 17000 C W 17000 0 9.00 99.90 11.80 2014 17500 C W 17500 9.00 99.90 10.40 2013 15500 C W 15500 0 9.00 99.90 9.00 2012 23500 C W 23500 0 9.00 99.90 10.50 2011 17500 C W 17500 0 9.00 99.90 10.50 2010 14000 C W 14000 0 8.98 99.99 9.50 2009 14500 C W 14500 0 8.99 99.99 8.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends SR 934/NE 82 STREET/ONE-WAY PAIR WB -- 200' W NE 3 PLACE Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0105 SR 934/NE 82 STREET/ONE-WAY PAIR WE Average Daily Traffic (Vehicles/Day) 35000 — 30000 25000 20000 15000 10000 5000 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 97.30% Trend Annual Historic Growth Rate: 3.55% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 17000 16900 2021 17500 17500 2022 18000 18100 2023 18500 18700 2024 19500 19300 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 934/NE 82 STREET/ONE-WAY PAIR WB -- 200' W NE 3 PLACE County: Station #: Highway: Miami -Dade (87) 0105 SR 934/NE 82 STREET/ONE-WAY PAIR WE Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 1 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 42.55% Trend Annual Historic Growth Rate: 1.82% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 17000 15900 2016 17500 16200 2017 16000 16500 2018 14500 16800 2019 16500 17100 2020 17000 17300 2021 17500 17600 2022 18000 17900 2023 18500 18200 2024 19500 18500 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 934/NE 82 STREET/ONE-WAY PAIR WB -- 200' W NE 3 PLACE County: Station #: Highway: Miami -Dade (87) 0105 SR 934/NE 82 STREET/ONE-WAY PAIR WE Average Daily Traffic (Vehicles/Day) 45000 — 40000 — 35000 y 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 97.91 Compounded Annual Historic Growth Rate: 3.38% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 17000 16900 2021 17500 17500 2022 18000 18100 2023 18500 18700 2024 19500 19300 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 934/NE 82 STREET/ONE-WAY PAIR WB -- 200' W NE 3 PLACE County: Station #: Highway: Miami -Dade (87) 0105 SR 934/NE 82 STREET/ONE-WAY PAIR WE Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 10000 5000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 39.77% Compounded Annual Historic Growth Rate: 1.70% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 17000 15900 2016 17500 16200 2017 16000 16400 2018 14500 16700 2019 16500 17000 2020 17000 17300 2021 17500 17600 2022 18000 17900 2023 18500 18200 2024 19500 18500 *Axle -Adjusted Traffic Trends SR 934/NE 82 STREET/ONE-WAY PAIR WB -- 200' W NE 3 PLACE Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0105 SR 934/NE 82 STREET/ONE-WAY PAIR WE Average Daily Traffic (Vehicles/Day) 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 87.12% Compounded Annual Historic Growth Rate: 3.28% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 17000 16700 2021 17500 17700 2022 18000 18300 2023 18500 18700 2024 19500 19000 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 934/NE 82 STREET/ONE-WAY PAIR WB -- 200' W NE 3 PLACE County: Station #: Highway: Miami -Dade (87) 0105 SR 934/NE 82 STREET/ONE-WAY PAIR WE Average Daily Traffic (Vehicles/Day) 25000 — 20000 — 15000 10000 5000 0 + 2015 f 1 1 1 =Observed Count ..Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 19.95% Compounded Annual Historic Growth Rate: 1.33% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 17000 15900 2016 17500 16500 2017 16000 16900 2018 14500 17100 2019 16500 17300 2020 17000 17400 2021 17500 17600 2022 18000 17700 2023 18500 17800 2024 19500 17900 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0143 - SR 5/US-1, 200' S NE 36 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 39500 C N 17500 S 22000 9.00 54.90 10.00 2023 45500 C N 20500 S 25000 9.00 55.10 11.80 2022 43500 C N 21000 S 22500 9.00 54.70 1.70 2021 47500 C N 23000 S 24500 9.00 54.30 3.30 2020 40500 C N 20000 S 20500 9.00 54.20 1.40 2019 45000 C N 22000 S 23000 9.00 54.60 2.80 2018 40500 C N 21500 S 19000 9.00 54.30 2.00 2017 38500 C N 18000 S 20500 9.00 55.00 2.10 2016 36000 C N 18000 S 18000 9.00 54.50 9.30 2015 31500 C N 17500 S 14000 9.00 54.70 2.50 2014 29500 C N 15500 S 14000 9.00 54.50 2.50 2013 36500 C N 19000 S 17500 9.00 52.40 4.60 2012 29500 C N 15000 S 14500 9.00 55.70 10.60 2011 28500 C N 15500 S 13000 9.00 55.10 8.60 2010 29000 C N 14000 S 15000 8.98 54.08 8.60 2009 31000 C N 16000 S 15000 8.99 53.24 2.10 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 5/US-1 -- 200' S NE 36 STREET County: Station #: Highway: Miami -Dade (87) 0143 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 — 45000 - 40000 — 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 34.08% Trend Annual Historic Growth Rate: -1.88% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 44500 45100 2021 44000 44300 2022 43500 43400 2023 45500 42600 2024 39500 41700 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 5/US-1 -- 200' S NE 36 STREET County: Station #: Highway: Miami -Dade (87) 0143 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 80000 — 70000 — 60000 — 50000 — 40000 — 30000 20000 10000 =Observed Count ..Fitted Curve 0 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 48.64% Trend Annual Historic Growth Rate: 2.92% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 31500 36100 2016 36000 37200 2017 38500 38200 2018 40500 39300 2019 45000 40300 2020 44500 41400 2021 44000 42400 2022 43500 43500 2023 45500 44500 2024 39500 45600 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' S NE 36 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0143 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 — 45000 - 40000 — 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 35.23% Compounded Annual Historic Growth Rate: -2.05% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 44500 45200 2021 44000 44200 2022 43500 43300 2023 45500 42500 2024 39500 41600 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 5/US-1 -- 200' S NE 36 STREET County: Station #: Highway: Miami -Dade (87) 0143 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 90000 — 80000 — 70000 — 60000 — 50000 — 40000 — 30000 — 20000 — 10000 — =Observed Count ..Fitted Curve 0 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 49.36% Compounded Annual Historic Growth Rate: 2.77% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 31500 35900 2016 36000 36900 2017 38500 37900 2018 40500 39000 2019 45000 40100 2020 44500 41200 2021 44000 42300 2022 43500 43500 2023 45500 44700 2024 39500 45900 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 5/US-1 -- 200' S NE 36 STREET County: Station #: Highway: Miami -Dade (87) 0143 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 — 45000 — 40000 — 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 23.55% Compounded Annual Historic Growth Rate: -1.59% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 44500 45100 2021 44000 43900 2022 43500 43200 2023 45500 42600 2024 39500 42300 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' S NE 36 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0143 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 60000 _.. 50000 — 40000 — 1 30000 r 20000 — 10000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 71.92% Compounded Annual Historic Growth Rate: 3.54% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 31500 32900 2016 36000 36500 2017 38500 38700 2018 40500 40200 2019 45000 41400 2020 44500 42300 2021 44000 43100 2022 43500 43900 2023 45500 44500 2024 39500 45000 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0235 - SR 7/US-441/SW/NW 7 AV, 130' S NW 98 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 28000 C N 14000 S 14000 9.00 54.90 6.20 2023 29500 C N 15000 S 14500 9.00 55.10 4.20 2022 28500 C N 15000 S 13500 9.00 54.70 4.20 2021 26000 C N 13000 S 13000 9.00 54.30 4.70 2020 34000 F N 18000 S 16000 9.00 54.20 4.90 2019 36000 C N 19000 S 17000 9.00 54.60 5.00 2018 36500 C N 18000 S 18500 9.00 54.30 5.50 2017 26500 C N 11000 S 15500 9.00 55.00 7.30 2016 30500 C N 15000 S 15500 9.00 54.50 5.00 2015 32500 C N 18000 S 14500 9.00 54.70 5.10 2014 31000 C N 16000 S 15000 9.00 54.50 4.00 2013 42500 C N 21000 S 21500 9.00 52.40 8.10 2012 29500 C N 14500 S 15000 9.00 55.70 6.00 2011 33000 C N 16000 S 17000 9.00 55.10 7.80 2010 32000 C N 15500 S 16500 8.98 54.08 7.10 2009 30000 C N 14500 S 15500 8.99 53.24 5.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 130' S NW 98 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0235 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 40000 — 35000 — 30000 — 25000 — 20000 — 15000 10000 5000 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 79.31 Trend Annual Historic Growth Rate: -3.83% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 33500 32600 2021 31000 31400 2022 28500 30100 2023 29500 28900 2024 28000 27600 *Axle -Adjusted Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 130' S NW 98 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0235 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 40000 — 35000 — 30000 — 25000 — 20000 — 15000 10000 5000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 9.57% Trend Annual Historic Growth Rate: -1.05% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 32500 32800 2016 30500 32400 2017 26500 32100 2018 36500 31800 2019 36000 31400 2020 33500 31100 2021 31000 30700 2022 28500 30400 2023 29500 30100 2024 28000 29700 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 130' S NW 98 STREET County: Station #: Highway: Miami -Dade (87) 0235 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 40000 — 35000 — 30000 — 25000 — 20000 — 15000 10000 5000 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 79.69% Compounded Annual Historic Growth Rate: -3.99% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 33500 32600 2021 31000 31300 2022 28500 30000 2023 29500 28800 2024 28000 27700 *Axle -Adjusted Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 130' S NW 98 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0235 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 40000 — 35000 — 30000 — 25000 — 20000 — 15000 10000 5000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 9.34% Compounded Annual Historic Growth Rate: -1.07% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 32500 32600 2016 30500 32300 2017 26500 31900 2018 36500 31600 2019 36000 31300 2020 33500 30900 2021 31000 30600 2022 28500 30300 2023 29500 29900 2024 28000 29600 *Axle -Adjusted Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 130' S NW 98 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0235 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 40000 — 35000 — 30000 — 25000 20000 — 15000 10000 5000 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 89.79% Compounded Annual Historic Growth Rate: -4.33% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 33500 33300 2021 31000 31000 2022 28500 29600 2023 29500 28700 2024 28000 27900 *Axle -Adjusted Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 130' S NW 98 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0235 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 40000 — 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 + 1 2015 f =Observed Count ..Fitted Curve 2020 I I I I I I I I I I I 1 I I I I 1 I 2025 2030 2035 2040 2045 Year Trend R-squared: 3.81% Compounded Annual Historic Growth Rate: -0.74% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 32500 32600 2016 30500 32000 2017 26500 31600 2018 36500 31400 2019 36000 31200 2020 33500 31000 2021 31000 30900 2022 28500 30700 2023 29500 30600 2024 28000 30500 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0547 - SR-934/NW 79 ST. 400' W NW 7 AVE. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 25000 C E 17500 W 7500 9.00 54.90 9.60 2023 27000 C E 17000 W 10000 9.00 55.10 9.70 2022 24100 C E 17000 W 7100 9.00 54.70 6.80 2021 23100 C E 14000 W 9100 9.00 54.30 8.70 2020 20000 C E 13000 W 7000 9.00 54.20 7.60 2019 26000 C E 16500 W 9500 9.00 54.60 10.20 2018 19600 C E 11500 W 8100 9.00 54.30 8.50 2017 24000 C E 15500 W 8500 9.00 55.00 6.90 2016 23600 C E 15000 W 8600 9.00 54.50 7.20 2015 23900 C E 15500 W 8400 9.00 54.70 11.80 2014 23300 C E 14500 W 8800 9.00 54.50 10.40 2013 26300 C E 17500 W 8800 9.00 52.40 9.00 2012 23300 C E 15500 W 7800 9.00 55.70 10.50 2011 29000 C E 14500 W 14500 9.00 55.10 10.50 2010 26600 C E 18000 W 8600 8.98 54.08 9.50 2009 21600 C E 14000 W 7600 8.99 53.24 8.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends SR-934/NW 79 STREET -- 400' W NW 7 AVENUE Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0547 SR-934/NW 79 STREET Average Daily Traffic (Vehicles/Day) 35000 — 30000 — 25000 20000 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 4.72% Trend Annual Historic Growth Rate: 0.60% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 25400 24900 2021 24700 25100 2022 24100 25200 2023 27000 25400 2024 25000 25500 *Axle -Adjusted Traffic Trends SR-934/NW 79 STREET -- 400' W NW 7 AVENUE Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0547 SR-934/NW 79 STREET Average Daily Traffic (Vehicles/Day) 35000 — 30000 — 25000 — 20000 15000 10000 5000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 20.76% Trend Annual Historic Growth Rate: 1.30% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 23900 23000 2016 23600 23300 2017 24000 23600 2018 19600 23900 2019 26000 24200 2020 25400 24500 2021 24700 24800 2022 24100 25100 2023 27000 25400 2024 25000 25700 *Axle -Adjusted Traffic Trends SR-934/NW 79 STREET -- 400' W NW 7 AVENUE Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0547 SR-934/NW 79 STREET Average Daily Traffic (Vehicles/Day) 35000 — 30000 — 25000 20000 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 4.51 Compounded Annual Historic Growth Rate: 0.60% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 25400 24900 2021 24700 25100 2022 24100 25200 2023 27000 25400 2024 25000 25500 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR-934/NW 79 STREET -- 400' W NW 7 AVENUE County: Station #: Highway: Miami -Dade (87) 0547 SR-934/NW 79 STREET Average Daily Traffic (Vehicles/Day) 35000 — 30000 — 25000 — 20000 15000 10000 5000 0 =Observed Count Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 19.01 Compounded Annual Historic Growth Rate: 1.25% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 23900 22900 2016 23600 23200 2017 24000 23500 2018 19600 23800 2019 26000 24100 2020 25400 24400 2021 24700 24700 2022 24100 25000 2023 27000 25300 2024 25000 25600 *Axle -Adjusted Traffic Trends SR-934/NW 79 STREET -- 400' W NW 7 AVENUE Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 0547 SR-934/NW 79 STREET Average Daily Traffic (Vehicles/Day) 30000 — 25000 20000 15000 — 10000 — 5000 — 0 i 2020 2025 =Observed Count ..Fitted Curve f— t 1 f— I 1 1 1 1 1 1 1 1 1 1 1 1 1 2030 2035 2040 Year 2045 Trend R-squared: 2.36% Compounded Annual Historic Growth Rate: 0.40% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 25400 25000 2021 24700 25200 2022 24100 25300 2023 27000 25400 2024 25000 25400 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR-934/NW 79 STREET -- 400' W NW 7 AVENUE County: Station #: Highway: Miami -Dade (87) 0547 SR-934/NW 79 STREET Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 15000 10000 5000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 13.82% Compounded Annual Historic Growth Rate: 1.07% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 23900 22800 2016 23600 23500 2017 24000 23900 2018 19600 24200 2019 26000 24400 2020 25400 24600 2021 24700 24800 2022 24100 24900 2023 27000 25000 2024 25000 25100 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 2036 - SR 9A/I-95, 500' N BRIDGE 870432 - SB CABINET MP (7.462) YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 207000 C N 101000 S 106000 9.00 50.90 3.00 2023 202000 C N 97000 S 105000 9.00 51.00 3.50 2022 205000 C N 101000 S 104000 9.00 50.70 4.30 2021 202000 C N 100000 S 102000 9.00 50.70 3.60 2020 172000 C N 82500 S 89500 9.00 50.80 4.40 2019 203500 C N 97500 S 106000 9.00 51.00 3.70 2018 227000 C N 115000 S 112000 9.00 51.70 3.30 2017 204000 F N 97000 S 107000 9.00 57.20 3.40 2016 200500 C N 95500 S 105000 8.00 55.50 4.00 2015 205000 C N 103000 S 102000 8.00 50.70 5.20 2014 203000 C N 102000 S 101000 8.00 50.90 4.50 2013 203500 C N 99500 S 104000 8.00 50.60 2.90 2012 258000 C N 128000 S 130000 8.00 50.70 8.60 2011 254000 C N 127000 S 127000 8.00 50.60 2.00 2010 248000 C N 126000 S 122000 7.79 50.34 3.80 2009 229000 C N 115000 S 114000 7.93 50.56 4.10 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 9A/I-95 -- 500' N BRIDGE 870432 - SB CABINET MP (7.462) County: Station #: Highway: Miami -Dade (87) 2036 SR 9A/I-95 250000 — =Observed Count ..Fitted Curve 200000 N U_ S > 150000 — t4 100000 — 0 a1 r4 L a 50000 — 0 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 9.42% Trend Annual Historic Growth Rate: 0.17% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 204000 203800 2021 204500 204200 2022 205000 204500 2023 202000 204900 2024 207000 205200 *Axle -Adjusted Traffic Trends SR 9A/I-95 -- 500' N BRIDGE 870432 - SB CABINET MP (7.462) Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 2036 SR 9A/I-95 250000 — 200000 r N a) U_ > 150000 — U 100000 — ns a1 r4 a) a 50000 — 0 ; 2015 f f =Observed Count ..Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 0.67% Trend Annual Historic Growth Rate: -0.10% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 205000 207200 2016 200500 207000 2017 204000 206800 2018 227000 206600 2019 203500 206400 2020 204000 206100 2021 204500 205900 2022 205000 205700 2023 202000 205500 2024 207000 205300 *Axle -Adjusted Traffic Trends SR 9A/I-95 -- 500' N BRIDGE 870432 - SB CABINET MP (7.462) Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 2036 SR 9A/I-95 250000 — -- 200000 = ca 0 N d U_ S > 150000 — U 4- t4 L 100000 — 0 d a1 ca a 50000 — =Observed Count ..Fitted Curve 0 1 II I 1 1-- I 1 1 1 1 1 1 1 1 1 1 1 1 1 2020 2025 2030 2035 2040 Year 2045 Trend R-squared: 9.18% Compounded Annual Historic Growth Rate: 0.17% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 204000 203800 2021 204500 204100 2022 205000 204500 2023 202000 204800 2024 207000 205200 *Axle -Adjusted Traffic Trends SR 9A/I-95 -- 500' N BRIDGE 870432 - SB CABINET MP (7.462) Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 2036 SR 9A/I-95 250000 — -- 200000 (a 0 tl) a) U_ S > 150000 U 4- ca L 100000 as 0 a) a) c4 L a) a 50000 0 + 1 2015 =Observed Count ..Fitted Curve f f 1 1 1 2020 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2025 2030 2035 2040 2045 Year Trend R-squared: 0.59% Compounded Annual Historic Growth Rate: -0.09% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 205000 207000 2016 200500 206800 2017 204000 206600 2018 227000 206400 2019 203500 206200 2020 204000 206000 2021 204500 205900 2022 205000 205700 2023 202000 205500 2024 207000 205300 *Axle -Adjusted Traffic Trends SR 9A/I-95 -- 500' N BRIDGE 870432 - SB CABINET MP (7.462) County: Station #: Highway: Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Miami -Dade (87) 2036 SR 9A/I-95 250000 200000 ca 0 Ti) d U_ S > 150000 U ca 100000 as 0 d a1 ca L a) a 50000 0 2020 =Observed Count ..Fitted Curve I I I I— I I I— I I I I I I I I 1 I 1 1 1 I 2025 2030 Year 2035 2040 2045 Trend R-squared: 5.84% Compounded Annual Historic Growth Rate: 0.13% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 204000 203800 2021 204500 204300 2022 205000 204600 2023 202000 204800 2024 207000 204900 *Axle -Adjusted Traffic Trends SR 9A/I-95 -- 500' N BRIDGE 870432 - SB CABINET MP (7.462) Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 2036 SR 9A/I-95 250000 -- 200000 (a 0 tl) a) U_ S > 150000 U 4- ca L 100000 as 0 a) a) c4 L a) a 50000 0 2015 f f 2020 =Observed Count ..Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2025 2030 Year 2035 2040 2045 Trend R-squared: 0.00% Compounded Annual Historic Growth Rate: 0.01 Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 205000 206200 2016 200500 206200 2017 204000 206200 2018 227000 206200 2019 203500 206300 2020 204000 206300 2021 204500 206300 2022 205000 206300 2023 202000 206300 2024 207000 206300 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 2553 - SR9A/I-95 NORTH -SOUTH EXWY, 800' N OF NW 62 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 192500 C N 93500 S 99000 8.00 50.90 9.10 2023 187000 C N 84000 S 103000 8.00 51.00 3.50 2022 288000 C N 88000 S 200000 8.00 50.70 4.30 2021 200500 F N 97500 S 103000 8.00 50.70 3.60 2020 202500 C N 98500 S 104000 8.00 50.80 4.40 2019 187500 C N 94000 S 93500 8.00 51.00 3.70 2018 202000 C N 98000 S 104000 9.00 51.70 3.30 2017 223000 C N 110000 S 113000 9.00 57.20 3.40 2016 230000 C N 116000 S 114000 8.00 55.50 4.00 2015 212000 C N 110000 S 102000 8.00 50.70 5.20 2014 206000 C N 107000 S 99000 8.00 50.90 4.50 2013 196000 C N 96000 S 100000 8.00 50.60 2.90 2012 242000 C N 120000 S 122000 8.00 50.70 8.60 2011 259000 C N 128000 S 131000 8.00 50.60 2.00 2010 246000 C N 122000 S 124000 7.79 50.34 3.80 2009 210000 C N 103000 S 107000 7.93 50.56 4.10 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends SR9A/I-95 NORTH -SOUTH EXPRESSWAY -- 800' N OF NW 62 ST Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 2553 SR9A/I-95 NORTH -SOUTH EXPRESSWAY 350000 — 300000 — 250000 — 0 200000 — s cu • 150000 — �a 100000 — c m • 50000 — at �a L > 0 Q -50000 =Observed Count ..Fitted Curve 020 2025 2030 2035 2040 204 -100000 — Year Trend R-squared: 21.26% Trend Annual Historic Growth Rate: -4.91 % Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 221000 253500 2021 254500 241100 2022 288000 228600 2023 187000 216200 2024 192500 203700 *Axle -Adjusted Traffic Trends SR9A/I-95 NORTH -SOUTH EXPRESSWAY -- 800' N OF NW 62 ST Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 2553 SR9A/I-95 NORTH -SOUTH EXPRESSWAY 350000 — 300000 — ca 0 u, 250000 — a) U_ S cu 200000 r U 4- ca L >.150000 al 0 a) g 100000 a) a 50000 0 =Observed Count ..Fitted Curve f f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 0.05% Trend Annual Historic Growth Rate: 0.11 Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 212000 218700 2016 230000 218900 2017 223000 219200 2018 202000 219400 2019 187500 219600 2020 221000 219900 2021 254500 220100 2022 288000 220300 2023 187000 220600 2024 192500 220800 *Axle -Adjusted Traffic Trends SR9A/I-95 NORTH -SOUTH EXPRESSWAY -- 800' N OF NW 62 ST Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 2553 SR9A/I-95 NORTH -SOUTH EXPRESSWAY 350000 — 300000 — u, 250000 — a) U_ S a) 200000 — t4 1150000 — 1100000 — 50000 — 0 1 1 2020 =Observed Count ..Fitted Curve I t 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 2025 2030 2035 2040 Year 2045 Trend R-squared: 25.30% Compounded Annual Historic Growth Rate: -5.68% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 221000 253500 2021 254500 239100 2022 288000 225500 2023 187000 212700 2024 192500 200600 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR9A/I-95 NORTH -SOUTH EXPRESSWAY -- 800' N OF NW 62 ST County: Station #: Highway: Miami -Dade (87) 2553 SR9A/I-95 NORTH -SOUTH EXPRESSWAY 350000 — 300000 — ca 0 u, 250000 — a) U_ S cu 200000 r U 4- ca L >.150000 al 0 a) g 100000 a) a 50000 0 =Observed Count ..Fitted Curve f f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 0.06% Compounded Annual Historic Growth Rate: -0.11 Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 212000 218900 2016 230000 218600 2017 223000 218400 2018 202000 218200 2019 187500 217900 2020 221000 217700 2021 254500 217400 2022 288000 217200 2023 187000 217000 2024 192500 216700 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR9A/I-95 NORTH -SOUTH EXPRESSWAY -- 800' N OF NW 62 ST County: Station #: Highway: Miami -Dade (87) 2553 SR9A/I-95 NORTH -SOUTH EXPRESSWAY 350000 — 300000 — u, 250000 — a) U_ S a) 200000 — t4 1150000 — 1100000 — 50000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 9.00% Compounded Annual Historic Growth Rate: -3.44% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 221000 247900 2021 254500 233900 2022 288000 225800 2023 187000 220000 2024 192500 215500 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR9A/I-95 NORTH -SOUTH EXPRESSWAY -- 800' N OF NW 62 ST County: Station #: Highway: Miami -Dade (87) 2553 SR9A/I-95 NORTH -SOUTH EXPRESSWAY 350000 — 300000 — u, 250000 — a) U_ Scu 200000 r 150000 0 100000 a) 50000 =Observed Count ..Fitted Curve 0 + 2015 f 2020 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2025 2030 2035 2040 2045 Year Trend R-squared: 0.28% Compounded Annual Historic Growth Rate: 0.27% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 212000 216200 2016 230000 217900 2017 223000 218800 2018 202000 219500 2019 187500 220000 2020 221000 220400 2021 254500 220800 2022 288000 221100 2023 187000 221300 2024 192500 221600 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5065 - SR 5/US-1, 120' N NE 71 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 41500 C N 18500 S 23000 9.00 54.90 3.10 2023 37000 C N 17500 S 19500 9.00 55.10 2.90 2022 36500 C N 18000 S 18500 9.00 54.70 5.30 2021 34000 C N 16000 S 18000 9.00 54.30 5.40 2020 34000 C N 16000 S 18000 9.00 54.20 3.90 2019 41000 C N 18500 S 22500 9.00 54.60 7.70 2018 40500 C N 18500 S 22000 9.00 54.30 5.80 2017 40000 C N 18500 S 21500 9.00 55.00 8.70 2016 39000 C N 16500 S 22500 9.00 54.50 4.70 2015 40000 C N 18500 S 21500 9.00 54.70 6.50 2014 40000 C N 19000 S 21000 9.00 54.50 12.20 2013 41000 C N 20000 S 21000 9.00 52.40 6.10 2012 43000 C N 20500 S 22500 9.00 55.70 4.60 2011 37500 C N 17500 S 20000 9.00 55.10 2.80 2010 39000 C N 18500 S 20500 8.98 54.08 2.80 2009 37500 C N 18000 S 19500 8.99 53.24 5.30 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends SR 5/US-1 -- 120' N NE 71 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 — 45000 — 40000 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 5.45% Trend Annual Historic Growth Rate: 0.79% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 39500 37900 2021 38000 38200 2022 36500 38500 2023 37000 38800 2024 41500 39100 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 120' N NE 71 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 45000 — 40000 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 8.80% Trend Annual Historic Growth Rate: -0.39% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 40000 40000 2016 39000 39900 2017 40000 39700 2018 40500 39500 2019 41000 39400 2020 39500 39200 2021 38000 39100 2022 36500 38900 2023 37000 38700 2024 41500 38600 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 120' N NE 71 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 — 45000 — 40000 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 4.78% Compounded Annual Historic Growth Rate: 0.72% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 39500 37900 2021 38000 38200 2022 36500 38500 2023 37000 38700 2024 41500 39000 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 5/US-1 -- 120' N NE 71 STREET County: Station #: Highway: Miami -Dade (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 45000 — 40000 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 9.56% Compounded Annual Historic Growth Rate: -0.45% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 40000 40100 2016 39000 39900 2017 40000 39700 2018 40500 39500 2019 41000 39400 2020 39500 39200 2021 38000 39000 2022 36500 38800 2023 37000 38700 2024 41500 38500 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 120' N NE 71 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 45000 — 40000 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve II f— t 1 f— I 1 1 1 1 1 1 1 1 1 1 1 1 1 2020 2025 2030 2035 2040 Year 2045 Trend R-squared: 0.16% Compounded Annual Historic Growth Rate: 0.13% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 39500 38400 2021 38000 38500 2022 36500 38500 2023 37000 38600 2024 41500 38600 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 120' N NE 71 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 45000 — 40000 35000 — 30000 — 25000 — 20000 15000 10000 5000 0 + 1 2015 f =Observed Count ..Fitted Curve I I I I I I I I I I I 1 I I I I 1 I 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 7.52% Compounded Annual Historic Growth Rate: -0.39% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 40000 40200 2016 39000 39800 2017 40000 39600 2018 40500 39400 2019 41000 39200 2020 39500 39100 2021 38000 39000 2022 36500 38900 2023 37000 38900 2024 41500 38800 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5068 - SR 5/US-1, 200' N NE 79 ST/SR 934 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 42500 C N 20000 S 22500 9.00 54.90 4.00 2023 41000 C N 20500 S 20500 9.00 55.10 5.70 2022 43500 C N 19500 S 24000 9.00 54.70 3.00 2021 36000 C N 17500 S 18500 9.00 54.30 3.70 2020 35000 C N 16000 S 19000 9.00 54.20 3.20 2019 41000 C N 18500 S 22500 9.00 54.60 4.70 2018 36000 C N 17000 S 19000 9.00 54.30 4.90 2017 38500 E N S 9.00 55.00 4.50 2016 38500 C N 18500 S 20000 9.00 54.50 5.10 2015 40500 C N 20000 S 20500 9.00 54.70 4.20 2014 40500 C N 21500 S 19000 9.00 54.50 5.10 2013 60000 C N 31000 S 29000 9.00 52.40 5.20 2012 42000 C N 20500 S 21500 9.00 55.70 5.80 2011 46000 C N 22000 S 24000 9.00 55.10 4.50 2010 39000 C N 19500 S 19500 8.98 54.08 4.40 2009 41500 C N 20500 S 21000 8.99 53.24 3.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends SR 5/US-1 -- 200' N NE 79 STREET/SR 934 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5068 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 — 45000 — 40000 — 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 f— t 1 f— I 1 1 1 1 1 1 1 1 1 1 1 1 1 2030 2035 2040 Year 2045 Trend R-squared: 0.25% Trend Annual Historic Growth Rate: -0.12% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 41800 42400 2021 42700 42300 2022 43500 42300 2023 41000 42300 2024 42500 42200 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 5/US-1 -- 200' N NE 79 STREET/SR 934 County: Station #: Highway: Miami -Dade (87) 5068 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 60000 — 50000 — 40000 r 30000 — 20000 — 10000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 41.67% Trend Annual Historic Growth Rate: 1.27% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 40500 38400 2016 38500 38900 2017 38500 39400 2018 36000 39900 2019 41000 40400 2020 41800 40800 2021 42700 41300 2022 43500 41800 2023 41000 42300 2024 42500 42800 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 5/US-1 -- 200' N NE 79 STREET/SR 934 County: Station #: Highway: Miami -Dade (87) 5068 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 — 45000 — 40000 — 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 f— t 1 f— I 1 1 1 1 1 1 1 1 1 1 1 1 1 2030 2035 2040 Year 2045 Trend R-squared: 0.27% Compounded Annual Historic Growth Rate: -0.12% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 41800 42400 2021 42700 42300 2022 43500 42300 2023 41000 42300 2024 42500 42200 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends SR 5/US-1 -- 200' N NE 79 STREET/SR 934 County: Station #: Highway: Miami -Dade (87) 5068 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 60000 — 50000 — 40000 r 30000 — 20000 — 10000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 40.36% Compounded Annual Historic Growth Rate: 1.21 % Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 40500 38400 2016 38500 38800 2017 38500 39300 2018 36000 39800 2019 41000 40300 2020 41800 40800 2021 42700 41300 2022 43500 41800 2023 41000 42300 2024 42500 42800 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N NE 79 STREET/SR 934 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5068 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 — 45000 — 40000 — 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 2020 2025 =Observed Count ..Fitted Curve f— t 1 f— I 1 1 1 1 1 1 1 1 1 1 1 1 1 2030 2035 2040 Year 2045 Trend R-squared: 0.23% Compounded Annual Historic Growth Rate: 0.06% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 41800 42200 2021 42700 42300 2022 43500 42300 2023 41000 42300 2024 42500 42300 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N NE 79 STREET/SR 934 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5068 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 — 45000 — 40000 — 35000 — 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 27.64% Compounded Annual Historic Growth Rate: 1.06% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 40500 38100 2016 38500 39200 2017 38500 39900 2018 36000 40400 2019 41000 40800 2020 41800 41100 2021 42700 41300 2022 43500 41500 2023 41000 41700 2024 42500 41900 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5144 - SR 7/US-441/SW/NW 7 AV, 500' N OF NW 62 ST. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 26000 C N 13000 S 13000 9.00 54.90 2.80 2023 25000 C N 13500 S 11500 9.00 55.10 4.80 2022 25000 C N 11500 S 13500 9.00 54.70 3.80 2021 24000 C N 12000 S 12000 9.00 54.30 3.10 2020 21000 C N 10500 S 10500 9.00 54.20 3.50 2019 28500 C N 14500 S 14000 9.00 54.60 4.60 2018 27000 C N 14000 S 13000 9.00 54.30 5.30 2017 24500 C N 12000 S 12500 9.00 55.00 13.60 2016 22500 C N 12000 S 10500 9.00 54.50 3.70 2015 24500 F N 12500 S 12000 9.00 54.70 3.00 2014 23500 C N 12000 S 11500 9.00 54.50 3.00 2013 22000 C N 10500 S 11500 9.00 52.40 3.00 2012 23000 C N 11500 S 11500 9.00 55.70 3.00 2011 18300 C N 10000 S 8300 9.00 55.10 6.60 2010 20200 C N 10500 S 9700 8.98 54.08 6.60 2009 24000 C N 11500 S 12500 8.99 53.24 2.30 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 500' N OF NW 62 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5144 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 39.24% Trend Annual Historic Growth Rate: -1.50% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 27300 26700 2021 26200 26300 2022 25000 25900 2023 25000 25500 2024 26000 25100 *Axle -Adjusted Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 500' N OF NW 62 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5144 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 35000 — 30000 — 25000 — 20000 15000 10000 5000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 10.22% Trend Annual Historic Growth Rate: 0.76% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 24500 24800 2016 22500 25000 2017 24500 25200 2018 27000 25400 2019 28500 25600 2020 27300 25700 2021 26200 25900 2022 25000 26100 2023 25000 26300 2024 26000 26500 *Axle -Adjusted Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 500' N OF NW 62 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5144 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 38.51 Compounded Annual Historic Growth Rate: -1.44% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 27300 26600 2021 26200 26300 2022 25000 25900 2023 25000 25500 2024 26000 25100 *Axle -Adjusted Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 500' N OF NW 62 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5144 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 35000 — 30000 — 25000 — 20000 15000 10000 5000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 11.39% Compounded Annual Historic Growth Rate: 0.78% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 24500 24700 2016 22500 24900 2017 24500 25100 2018 27000 25300 2019 28500 25500 2020 27300 25700 2021 26200 25900 2022 25000 26100 2023 25000 26300 2024 26000 26500 *Axle -Adjusted Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 500' N OF NW 62 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5144 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 — 10000 — 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 58.67% Compounded Annual Historic Growth Rate: -1.81 Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 27300 27000 2021 26200 26200 2022 25000 25700 2023 25000 25400 2024 26000 25100 *Axle -Adjusted Traffic Trends SR 7/US-441/SW/NW 7 AVENUE -- 500' N OF NW 62 STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 5144 SR 7/US-441/SW/NW 7 AVENUE Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 15000 10000 5000 0 + 2015 f =Observed Count ..Fitted Curve I I I I I I I I I I I 1 I I I I 1 I 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 20.01% Compounded Annual Historic Growth Rate: 1.06% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 24500 24100 2016 22500 24800 2017 24500 25200 2018 27000 25500 2019 28500 25800 2020 27300 25900 2021 26200 26100 2022 25000 26200 2023 25000 26400 2024 26000 26500 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 7096 - NE 62 ST, 200 FEET EAST NE 4 CT YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 3700 F 0 0 9.00 99.90 5.50 2023 3700 C W 3700 0 9.00 99.90 5.50 2022 3700 F 0 0 9.00 99.90 3.20 2021 3600 C W 3600 0 9.00 99.90 3.20 2020 2900 F 0 0 9.00 99.90 12.10 2019 3200 C W 3200 0 9.00 99.90 12.10 2018 4100 F 0 0 9.00 99.90 11.00 2017 4600 C W 4600 0 9.00 99.90 11.00 2016 4400 F 0 0 9.00 99.90 3.50 2015 4500 C W 4500 0 9.00 99.90 3.50 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 62 STREET -- 200' EAST NE 4 COURT County: Station #: Highway: Miami -Dade (87) 7096 NE 62 STREET Average Daily Traffic (Vehicles/Day) 6000 — 5000 — 4000 — 3000 — 2000 — 1000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 80.00% Trend Annual Historic Growth Rate: 2.94% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 3400 3400 2021 3500 3500 2022 3700 3600 2023 3700 3700 2024 3700 3800 *Axle -Adjusted Traffic Trends NE 62 STREET -- 200' EAST NE 4 COURT Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 7096 NE 62 STREET Average Daily Traffic (Vehicles/Day) 5000 — 4500 4000 — 3500 — 3000 — 2500 — 2000 — 1500 — 1000 — 500 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 46.56% Trend Annual Historic Growth Rate: -2.53% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 4500 4400 2016 4400 4300 2017 4600 4200 2018 4100 4000 2019 3200 3900 2020 3400 3800 2021 3500 3700 2022 3700 3600 2023 3700 3500 2024 3700 3400 *Axle -Adjusted Traffic Trends NE 62 STREET -- 200' EAST NE 4 COURT Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 7096 NE 62 STREET Average Daily Traffic (Vehicles/Day) 7000 — 6000 — 5000 — 4000 — 3000 — 2000 — 1000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 79.99% Compounded Annual Historic Growth Rate: 2.82% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 3400 3400 2021 3500 3500 2022 3700 3600 2023 3700 3700 2024 3700 3800 *Axle -Adjusted Traffic Trends NE 62 STREET -- 200' EAST NE 4 COURT County: Station #: Highway: Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Miami -Dade (87) 7096 NE 62 STREET Average Daily Traffic (Vehicles/Day) 5000 — 4500 4000 — 3500 — 3000 — 2500 — 2000 — 1500 — 1000 — 500 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 43.00% Compounded Annual Historic Growth Rate: -2.82% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 4500 4400 2016 4400 4200 2017 4600 4100 2018 4100 4000 2019 3200 3900 2020 3400 3800 2021 3500 3700 2022 3700 3600 2023 3700 3500 2024 3700 3400 *Axle -Adjusted Traffic Trends NE 62 STREET -- 200' EAST NE 4 COURT Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 7096 NE 62 STREET Average Daily Traffic (Vehicles/Day) 4500 — 4000 — 3500 — 3000 — 2500 — 2000 — 1500 — 1000 — 500 — 0 H .Observed Count Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 89.51% Compounded Annual Historic Growth Rate: 2.14% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 3400 3400 2021 3500 3500 2022 3700 3600 2023 3700 3700 2024 3700 3700 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 62 STREET -- 200' EAST NE 4 COURT County: Station #: Highway: Miami -Dade (87) 7096 NE 62 STREET Average Daily Traffic (Vehicles/Day) 5000 — 4500 4000 — 3500 — 3000 — 2500 — 2000 — 1500 — 1000 — 500 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 56.25% Compounded Annual Historic Growth Rate: -2.99% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 4500 4600 2016 4400 4300 2017 4600 4100 2018 4100 3900 2019 3200 3800 2020 3400 3700 2021 3500 3700 2022 3700 3600 2023 3700 3500 2024 3700 3500 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8269 - NORTH MIAMI AVENUE, 200' SOUTH OF NW 79TH STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 21500 F N 11500 S 10000 9.00 54.90 16.80 2023 21500 C N 11500 S 10000 9.00 55.10 8.00 2022 20700 T N 11500 S 9200 9.00 54.70 11.80 2021 20900 S N 11500 S 9400 9.00 54.30 17.50 2020 21100 F N 11500 S 9600 9.00 54.20 10.40 2019 22000 C N 12000 S 10000 9.00 54.60 11.00 2018 24000 S N 12500 S 11500 9.00 54.30 12.10 2017 24000 F N 12500 S 11500 9.00 55.00 12.60 2016 23000 C N 12000 S 11000 9.00 54.50 13.50 2015 12600 T N 6600 S 6000 9.00 54.70 13.70 2014 12200 S N 6400 S 5800 9.00 54.50 17.40 2013 12000 F N 6300 S 5700 9.00 52.40 16.20 2012 12200 C N 6400 S 5800 9.00 55.70 16.00 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends NORTH MIAMI AVENUE -- 200' S OF NW 79th STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8269 NORTH MIAMI AVENUE Average Daily Traffic (Vehicles/Day) 25000 — 20000 — 15000 — 10000 — 5000 — 0 1 =Observed Count ..Fitted Curve II I 1 1-- I 1 1 1 1 1 1 1 1 1 1 1 1 1 2020 2025 2030 2035 2040 Year 2045 Trend R-squared: 0.70% Trend Annual Historic Growth Rate: 0.12% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 21600 21200 2021 21100 21300 2022 20700 21300 2023 21500 21300 2024 21500 21300 *Axle -Adjusted Traffic Trends NORTH MIAMI AVENUE -- 200' S OF NW 79th STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8269 NORTH MIAMI AVENUE Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 — 10000 5000 0 Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 6.23% Trend Annual Historic Growth Rate: 1.33% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 12600 20000 2016 23000 20300 2017 24000 20500 2018 24000 20800 2019 22000 21100 2020 21600 21300 2021 21100 21600 2022 20700 21900 2023 21500 22100 2024 21500 22400 *Axle -Adjusted Traffic Trends NORTH MIAMI AVENUE -- 200' S OF NW 79th STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8269 NORTH MIAMI AVENUE Average Daily Traffic (Vehicles/Day) 25000 — 20000 — 15000 — 10000 — 5000 — 0 1 =Observed Count ..Fitted Curve II I 1 1-- I 1 1 1 1 1 1 1 1 1 1 1 1 1 2020 2025 2030 2035 2040 Year 2045 Trend R-squared: 0.71% Compounded Annual Historic Growth Rate: 0.12% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 21600 21200 2021 21100 21300 2022 20700 21300 2023 21500 21300 2024 21500 21300 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NORTH MIAMI AVENUE -- 200' S OF NW 79th STREET County: Station #: Highway: Miami -Dade (87) 8269 NORTH MIAMI AVENUE Average Daily Traffic (Vehicles/Day) 40000 — 35000 — 30000 — 25000 — 20000 — 15000 10000 5000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 10.00% Compounded Annual Historic Growth Rate: 1.93% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 12600 19200 2016 23000 19500 2017 24000 19900 2018 24000 20300 2019 22000 20700 2020 21600 21100 2021 21100 21500 2022 20700 22000 2023 21500 22400 2024 21500 22800 *Axle -Adjusted Traffic Trends NORTH MIAMI AVENUE -- 200' S OF NW 79th STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8269 NORTH MIAMI AVENUE Average Daily Traffic (Vehicles/Day) 25000 — 20000 — 15000 — 10000 — 5000 — 0 2020 2025 =Observed Count ..Fitted Curve I 1 1-- I 1 1 1 1 1 1 1 1 1 1 1 1 1 2030 2035 2040 Year 2045 Trend R-squared: 1.15% Compounded Annual Historic Growth Rate: -0.12% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 21600 21300 2021 21100 21300 2022 20700 21300 2023 21500 21300 2024 21500 21200 *Axle -Adjusted Traffic Trends NORTH MIAMI AVENUE -- 200' S OF NW 79th STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8269 NORTH MIAMI AVENUE Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 — 10000 5000 0 + 2015 f 2020 =Observed Count ..Fitted Curve 2025 2030 2035 2040 2045 Year Trend R-squared: 23.42% Compounded Annual Historic Growth Rate: 2.71 % Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 12600 18000 2016 23000 19500 2017 24000 20300 2018 24000 20900 2019 22000 21400 2020 21600 21800 2021 21100 22100 2022 20700 22400 2023 21500 22700 2024 21500 22900 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8338 - NW 2ND AVE, 200' SOUTH OF NW 79TH STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 5500 C N 4100 S 1400 9.00 54.90 16.80 2023 5400 T N 2700 S 2700 9.00 55.10 8.00 2022 5200 S N 2600 S 2600 9.00 54.70 11.80 2021 5200 F N 2600 S 2600 9.00 54.30 17.50 2020 5400 C N 2700 S 2700 9.00 54.20 10.40 2019 4700 T N 2500 S 2200 9.00 54.60 11.00 2018 4700 S N 2500 S 2200 9.00 54.30 12.10 2017 4700 F N 2500 S 2200 9.00 55.00 12.60 2016 4500 C N 2400 S 2100 9.00 54.50 13.50 2015 3500 T N 1400 S 2100 9.00 54.70 13.70 2014 3400 S N 1400 S 2000 9.00 54.50 17.40 2013 3400 F N 1400 S 2000 9.00 52.40 16.20 2012 3400 C N 1400 S 2000 9.00 55.70 16.00 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NW 2ND AVENUE -- 200' S OF NW 79th STREET County: Station #: Highway: Miami -Dade (87) 8338 NW 2ND AVENUE Average Daily Traffic (Vehicles/Day) 10000 — 9000 — 8000 — 7000 — 6000 — 5000 - 4000 3000 2000 1000 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 98.46% Trend Annual Historic Growth Rate: 3.06% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 4900 4900 2021 5000 5000 2022 5200 5200 2023 5400 5400 2024 5500 5500 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NW 2ND AVENUE -- 200' S OF NW 79th STREET County: Station #: Highway: Miami -Dade (87) 8338 NW 2ND AVENUE Average Daily Traffic (Vehicles/Day) 10000 — 9000 — 8000 — 7000 — 6000 — 5000 — 4000 3000 2000 1000 =Observed Count ..Fitted Curve 0 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 82.22% Trend Annual Historic Growth Rate: 4.44% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 3500 4000 2016 4500 4200 2017 4700 4400 2018 4700 4600 2019 4700 4700 2020 4900 4900 2021 5000 5100 2022 5200 5200 2023 5400 5400 2024 5500 5600 *Axle -Adjusted Traffic Trends NW 2ND AVENUE -- 200' S OF NW 79th STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8338 NW 2ND AVENUE Average Daily Traffic (Vehicles/Day) 12000 — 10000 — 8000 — 6000 — 4000 — 2000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 98.45% Compounded Annual Historic Growth Rate: 2.93% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 4900 4900 2021 5000 5000 2022 5200 5200 2023 5400 5400 2024 5500 5500 *Axle -Adjusted Traffic Trends NW 2ND AVENUE -- 200' S OF NW 79th STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8338 NW 2ND AVENUE Average Daily Traffic (Vehicles/Day) 14000 — 12000 10000 8000 6000 4000 2000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 76.68% Compounded Annual Historic Growth Rate: 3.81 Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 3500 4000 2016 4500 4200 2017 4700 4400 2018 4700 4500 2019 4700 4700 2020 4900 4900 2021 5000 5000 2022 5200 5200 2023 5400 5400 2024 5500 5600 *Axle -Adjusted Traffic Trends NW 2ND AVENUE -- 200' S OF NW 79th STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8338 NW 2ND AVENUE Average Daily Traffic (Vehicles/Day) 7000 — 6000 — 5000 — 4000 — 3000 — 2000 — 1000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 91.95% Compounded Annual Historic Growth Rate: 3.46% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 4900 4800 2021 5000 5100 2022 5200 5300 2023 5400 5400 2024 5500 5500 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NW 2ND AVENUE -- 200' S OF NW 79th STREET County: Station #: Highway: Miami -Dade (87) 8338 NW 2ND AVENUE Average Daily Traffic (Vehicles/Day) 7000 — 6000 — 5000 — 4000 — 3000 2000 1000 Observed Count ..Fitted Curve 0 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 91.44% Compounded Annual Historic Growth Rate: 4.29% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 3500 3700 2016 4500 4200 2017 4700 4500 2018 4700 4700 2019 4700 4900 2020 4900 5000 2021 5000 5100 2022 5200 5200 2023 5400 5300 2024 5500 5400 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8351 - NE 2ND AVE, 200' NORTH OF NE 96TH STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 9600 C N 5400 S 4200 9.00 54.90 6.20 2023 11900 C N 6600 S 5300 9.00 55.10 3.30 2022 11300 F N 6000 S 5300 9.00 54.70 6.90 2021 11500 C N 6100 S 5400 9.00 54.30 6.90 2020 11500 C N 5800 S 5700 9.00 54.20 3.40 2019 12900 C N 6500 S 6400 9.00 54.60 3.60 2018 10600 C N 5500 S 5100 9.00 54.30 3.40 2017 11700 C N 5900 S 5800 9.00 55.00 3.60 2016 13800 C N 7900 S 5900 9.00 54.50 3.10 2015 13800 C N 7800 S 6000 9.00 54.70 6.70 2014 12800 C N 6700 S 6100 9.00 54.50 7.60 2013 15500 C N 8400 S 7100 9.00 52.40 16.20 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends NE 2ND AVENUE -- 200' N OF NE 96TH STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8351 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 14000 — 12000 — 10000 — 8000 — 6000 — 4000 2000 0 =Observed Count ..Fitted Curve 020 2025 2030 2035 2040 04 -2000 — Year Trend R-squared: 64.91 Trend Annual Historic Growth Rate: -4.40% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 12400 12500 2021 11800 12000 2022 11300 11400 2023 11900 10900 2024 9600 10300 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 2ND AVENUE -- 200' N OF NE 96TH STREET County: Station #: Highway: Miami -Dade (87) 8351 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 16000 — 14000 12000 — 10000 — 8000 — 6000 — 4000 — 2000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 47.96% Trend Annual Historic Growth Rate: -2.26% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 13800 13300 2016 13800 13000 2017 11700 12700 2018 10600 12400 2019 12900 12100 2020 12400 11800 2021 11800 11500 2022 11300 11200 2023 11900 10900 2024 9600 10600 *Axle -Adjusted Traffic Trends NE 2ND AVENUE -- 200' N OF NE 96TH STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8351 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 14000 — 12000 — 10000 — 8000 — 6000 — 4000 — 2000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 63.94% Compounded Annual Historic Growth Rate: -4.91 Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 12400 12600 2021 11800 11900 2022 11300 11400 2023 11900 10800 2024 9600 10300 *Axle -Adjusted Traffic Trends NE 2ND AVENUE -- 200' N OF NE 96TH STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8351 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 16000 — 14000 12000 — 10000 — 8000 — 6000 — 4000 — 2000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 46.52% Compounded Annual Historic Growth Rate: -2.57% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 13800 13400 2016 13800 13000 2017 11700 12700 2018 10600 12400 2019 12900 12100 2020 12400 11800 2021 11800 11500 2022 11300 11200 2023 11900 10900 2024 9600 10600 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 2ND AVENUE -- 200' N OF NE 96TH STREET County: Station #: Highway: Miami -Dade (87) 8351 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 14000 — 12000 — 10000 — 8000 — 6000 — 4000 — 2000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 55.09% Compounded Annual Historic Growth Rate: -4.23% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 12400 12600 2021 11800 11700 2022 11300 11200 2023 11900 10900 2024 9600 10600 *Axle -Adjusted Traffic Trends NE 2ND AVENUE -- 200' N OF NE 96TH STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8351 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 16000 — 14000 - 12000 — 10000 — 8000 — 6000 — 4000 — 2000 — 0 + 2015 f 2020 =Observed Count ..Fitted Curve I I I I I I I I I I I 1 I I I I 1 I 2025 2030 2035 2040 2045 Year Trend R-squared: 49.45% Compounded Annual Historic Growth Rate: -2.57% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 13800 13900 2016 13800 13000 2017 11700 12500 2018 10600 12100 2019 12900 11900 2020 12400 11600 2021 11800 11400 2022 11300 11300 2023 11900 11100 2024 9600 11000 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8627 - NW 61 ST/DR MLK JR B, 100' EAST OF NE 4 AV (2011 OFF SYSTEM CYCLE) YEAR AADT DIRECTION 1 2024 3700 C E 3700 2023 4500 F 0 2022 4300 C E 4300 2021 3400 F 0 2020 3600 C E 3600 2019 4700 T 0 2018 4800 S 0 2017 5400 F 0 2016 5500 C E 5500 2015 4100 T 0 2014 4100 S 2013 4100 F 0 2012 4100 C E 4100 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk DIRECTION 2 *K FACTOR D FACTOR T FACTOR 0 9.00 99.90 5.70 0 9.00 99.90 2.70 0 9.00 99.90 2.70 0 9.00 99.90 3.00 0 9.00 99.90 3.00 0 9.00 99.90 2.50 0 9.00 99.90 3.80 0 9.00 99.90 3.00 0 9.00 99.90 5.20 0 9.00 99.90 5.00 9.00 99.90 10.70 0 9.00 99.90 16.20 0 9.00 99.90 16.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends 61 STREET/DR MLK JR B -- 100' E OF NE 4 AVENUE (2011 OFF SYSTEM CYC' County: Station #: Highway: Miami -Dade (87) 8627 NW 61 STREET/DR MLK JR B Average Daily Traffic (Vehicles/Day) 5000 — 4500 — 4000 — 3500 — 3000 — 2500 — 2000 1500 1000 500 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 57.80% Trend Annual Historic Growth Rate: -3.26% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 4600 4600 2021 4400 4500 2022 4300 4300 2023 4500 4100 2024 3700 4000 *Axle -Adjusted Traffic Trends Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 61 STREET/DR MLK JR B -- 100' E OF NE 4 AVENUE (2011 OFF SYSTEM CYC' County: Station #: Highway: Miami -Dade (87) 8627 NW 61 STREET/DR MLK JR B Average Daily Traffic (Vehicles/Day) 6000 — 5000 — 4000 r 3000 2000 1000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 33.98% Trend Annual Historic Growth Rate: -2.18% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 4100 5100 2016 5500 5000 2017 5400 4900 2018 4800 4800 2019 4700 4700 2020 4600 4500 2021 4400 4400 2022 4300 4300 2023 4500 4200 2024 3700 4100 *Axle -Adjusted Traffic Trends Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 61 STREET/DR MLK JR B -- 100' E OF NE 4 AVENUE (2011 OFF SYSTEM CYC' County: Station #: Highway: Miami -Dade (87) 8627 NW 61 STREET/DR MLK JR B Average Daily Traffic (Vehicles/Day) 5000 — 4500 — 4000 — 3500 — 3000 — 2500 — 2000 1500 1000 500 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 57.45% Compounded Annual Historic Growth Rate: -4.56% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 4600 4700 2021 4400 4500 2022 4300 4300 2023 4500 4100 2024 3700 3900 *Axle -Adjusted Traffic Trends Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 61 STREET/DR MLK JR B -- 100' E OF NE 4 AVENUE (2011 OFF SYSTEM CYC' County: Station #: Highway: Miami -Dade (87) 8627 NW 61 STREET/DR MLK JR B Average Daily Traffic (Vehicles/Day) 6000 — 5000 — 4000 r 3000 2000 1000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 33.51% Compounded Annual Historic Growth Rate: -2.40% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 4100 5100 2016 5500 4900 2017 5400 4800 2018 4800 4700 2019 4700 4600 2020 4600 4500 2021 4400 4400 2022 4300 4300 2023 4500 4200 2024 3700 4100 *Axle -Adjusted Traffic Trends Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 61 STREET/DR MLK JR B -- 100' E OF NE 4 AVENUE (2011 OFF SYSTEM CYC' County: Station #: Highway: Miami -Dade (87) 8627 NW 61 STREET/DR MLK JR B Average Daily Traffic (Vehicles/Day) 5000 — 4500 — 4000 — 3500 — 3000 — 2500 — 2000 1500 1000 500 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 47.45% Compounded Annual Historic Growth Rate: -3.36% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 4600 4700 2021 4400 4400 2022 4300 4200 2023 4500 4100 2024 3700 4100 *Axle -Adjusted Traffic Trends Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 61 STREET/DR MLK JR B -- 100' E OF NE 4 AVENUE (2011 OFF SYSTEM CYC' County: Station #: Highway: Miami -Dade (87) 8627 NW 61 STREET/DR MLK JR B Average Daily Traffic (Vehicles/Day) 6000 — 5000 — 4000 r 3000 2000 1000 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 14.25% Compounded Annual Historic Growth Rate: -1.41 % Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 4100 5000 2016 5500 4800 2017 5400 4700 2018 4800 4600 2019 4700 4600 2020 4600 4500 2021 4400 4500 2022 4300 4400 2023 4500 4400 2024 3700 4400 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8707 - NE 2ND AVE 100 FT NORTH OF NE 71ST ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 13600 F N 6700 S 6900 9.00 52.70 4.60 2023 13800 C N 6800 S 7000 9.00 63.10 5.40 2022 10400 T N 5200 S 5200 9.00 56.50 3.50 2021 10200 S N 5100 S 5100 9.00 55.00 3.40 2020 10800 F N 5400 S 5400 9.00 56.00 3.40 2019 12100 C N 6000 S 6100 9.00 56.00 2.50 2018 9800 T N 5800 S 4000 9.00 54.30 3.80 2017 11000 S N 6500 S 4500 9.00 59.30 3.00 2016 11200 F N 6600 S 4600 9.00 56.10 5.20 2015 11400 C N 6700 S 4700 9.00 57.40 5.00 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 2ND AVENUE -- 100' N OF NE 71ST STREET County: Station #: Highway: Miami -Dade (87) 8707 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 — 10000 5000 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 51.08% Trend Annual Historic Growth Rate: 6.54% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 11500 10700 2021 11000 11400 2022 10400 12100 2023 13800 12800 2024 13600 13500 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 2ND AVENUE -- 100' N OF NE 71ST STREET County: Station #: Highway: Miami -Dade (87) 8707 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 20000 — 18000 — 16000 — 14000 — 12000 — 10000 — 8000 — 6000 — 4000 — 2000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 29.78% Trend Annual Historic Growth Rate: 2.22% Printed: 20-May-25 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 11400 10500 2016 11200 10800 2017 11000 11000 2018 9800 11200 2019 12100 11500 2020 11500 11700 2021 11000 11900 2022 10400 12200 2023 13800 12400 2024 13600 12600 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 2ND AVENUE -- 100' N OF NE 71ST STREET County: Station #: Highway: Miami -Dade (87) 8707 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 50000 — 45000 — 40000 — 35000 — 30000 — 25000 — 20000 — 15000 — 10000 5000 — 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 48.59% Compounded Annual Historic Growth Rate: 5.79% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 11500 10700 2021 11000 11300 2022 10400 12000 2023 13800 12700 2024 13600 13400 *Axle -Adjusted Traffic Trends NE 2ND AVENUE -- 100' N OF NE 71ST STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8707 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 20000 — 18000 — 16000 — 14000 — 12000 — 10000 — 8000 — 6000 — 4000 — 2000 — 0 =Observed Count ..Fitted Curve 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 27.27% Compounded Annual Historic Growth Rate: 1.85% Printed: 20-May-25 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 11400 10600 2016 11200 10800 2017 11000 11000 2018 9800 11200 2019 12100 11400 2020 11500 11600 2021 11000 11800 2022 10400 12100 2023 13800 12300 2024 13600 12500 *Axle -Adjusted Traffic Trends NE 2ND AVENUE -- 100' N OF NE 71ST STREET Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk County: Station #: Highway: Miami -Dade (87) 8707 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 18000 — 16000 — 14000 — 12000 — 10000 — 8000 6000 4000 2000 0 =Observed Count ..Fitted Curve 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 35.10% Compounded Annual Historic Growth Rate: 4.99% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2020 11500 10700 2021 11000 11700 2022 10400 12300 2023 13800 12700 2024 13600 13000 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Traffic Trends NE 2ND AVENUE -- 100' N OF NE 71ST STREET County: Station #: Highway: Miami -Dade (87) 8707 NE 2ND AVENUE Average Daily Traffic (Vehicles/Day) 16000 — 14000 — 12000 — 10000 — 8000 — 6000 — 4000 — 2000 — 0 + 2015 f 2020 =Observed Count ..Fitted Curve I I I I I I I I I I I 1 I I I I 1 I 2025 2030 2035 2040 2045 Year Trend R-squared: 15.06% Compounded Annual Historic Growth Rate: 1.48% Printed: 20-May-25 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 11400 10600 2016 11200 11000 2017 11000 11300 2018 9800 11500 2019 12100 11600 2020 11500 11800 2021 11000 11900 2022 10400 12000 2023 13800 12000 2024 13600 12100 *Axle -Adjusted Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk SERPM Analysis Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk SERPM Growth Rate Summary Street Name 2015 2045 Difference Growth Rate Annual Growth Rate NW 79th Street 14,285 21,867 7,582 53.08% 1.77% 20,483 34,682 14,199 69.32% 2.31% 29,823 41,286 11,463 38.44% 1.28% 26,945 33,406 6,461 23.98% 0.80% 24,178 32,363 8,185 33.85% 1.13% 24,253 34,202 9,949 41.02% 1.37% 24,253 34,202 9,949 41.02% 1.37% NW 71st Street 5,410 7,531 2,121 39.21% 1.31% 7,532 10,932 3,400 45.14% 1.50% 2,692 9,868 7,176 266.57% 8.89% 6,023 8,659 2,636 43.77% 1.46% 7,886 11,389 3,503 44.42% 1.48% 6,610 10,656 4,046 61.21% 2.04% 6,610 10,672 4,062 61.45% 2.05% NW 7th Avenue 18,433 31,399 12,966 70.34% 2.34% 16,526 28,270 11,744 71.06% 2.37% 15,160 25,760 10,600 69.92% 2.33% 15,613 26,061 10,448 66.92% 2.23% 18,191 28,567 10,376 57.04% 1.90% 18,189 28,816 10,627 58.43% 1.95% NW 2nd Avenue 3,912 5,116 1,204 30.78% 1.03% 5,005 7,724 2,719 54.33% 1.81% 4,997 7,849 2,852 57.07% 1.90% 7,855 10,657 2,802 35.67% 1.19% 7,855 10,657 2,802 35.67% 1.19% N Miami Avenue 13,579 20,885 7,306 53.80% 1.79% 13,694 21,152 7,458 54.46% 1.82% 13,431 21,473 8,042 59.88% 2.00% 12,029 19,966 7,937 65.98% 2.20% NE 2nd Avenue 15,290 24,079 8,789 57.48% 1.92% 15,290 24,079 8,789 57.48% 1.92% 14,571 22,571 8,000 54.90% 1.83% 15,932 23,551 7,619 47.82% 1.59% 16,944 24,773 7,829 46.21% 1.54% Total 469,479 715,120 245,641 52.32% 1.74% K:\FTL_TPTO\143132004 - Little River Swerdlow\Calcs\CDMP\Growth\Growth Little River Swerdlow 2015 Volumes SERPM 8.542 1326 17601 15829 797 5354 1172 13106 r O t0 30326 29823 27674 26945 INW 79 Street rn 6892 co 6023 NW 71 Street 9854 27775 8695 502 25295 NW 62 Street I N Op A OD 1968 26781 O NJ 24253 1590 T 25249 6610 w 475 CO U1 W W 27674 24178 7886 23237 21865 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk O A O N 27862 29402 7364 7660 3489 27163 O N 27618 29402 3225 O 7660 rn O 22356 w O O CT, CO 5015 7221 �21612 0 0 5199 21612— 3840 w V O W 0 O 4171 N 00 3201 380y w O O NJ NJ rn N N 0 M 10570 (Licensed to Kimley Horn & Associates) Little River Swerdlow 2045 Volumes SERPM 8.542 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 1734 19167 26095 w O w 1659 6651 In Ul 22509 cp r :A N. O J co) 71 o �i `0 iC 00 13 b 7-7 21867 V w 01 w �o 7 -. I I 7.0 a) CD C I 2726 i. 2723 O NJ O 7531 5485 3724 17748 In V V 10932 0 rn In NJ V 0 6724 oo 0 N. 1671 co l Ul N co1 rn', co 18883 25044 0 o 39025 r. Tr 31636 41286 910 V 0 o w 31167 33406 NW 79 Street I 9868 NW 2 Avenue 8659 1 NW 71 Street I CA w\ 10803 O N 0 7.0 v W 9421 380 CONJ u1 101 V w 1-7 1- 01 w w to N M n 7-7 0 01 In V 2676 r 7-7 7.0 0 25578 0 01 tri V CO7.0 INW 62 Street I 31167 32363 N 0 North Miami Avenue 25787 N 0 1- W N N N N OD 0 7-7 01 N 34202 0 03 9139 10656 IV 7-7 V w. 3762 28084 N O N 34202 112 7.0 NE 2 Avenue 10672 .A CO r r 1 CO O w 0 V N LA) 0 0 V O N N ul 1 V I 32509 38794 11108 31065 E Cc"34143 38794 11298 8143 23647 v 01 L30828 CO 0 832.2 30828— 11298 w V W O LA V u1 0 77+ O r>j8 1510 2928 � 1xY O N O rn ui T N � 4704 4733 23581 � c0n 21080 43-66 N V V l0 8410 1 CO 5623 V N O rn 4566 5500 4738 CO M 1p r-i 5323 12477 '1 ono 01 co cm is (Licensed to Kimley Horn & Associates) Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Appendix H Long -Term (2045) Volume Development and SERPM Validation Long -Term (2045) Horizon Volume Development Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk Inputs Calculations Station Roadway Segment SERPM 2015 SERPM 2045 Interpolated SERPM 2024 FDOT 2024 Existing AADT Counts 2024 Adjustment (SERPM 2024 compared to FDOT 2024) Adjusted SERPM 2045 (2024 Adjustment Added to SERPM 2045) K Factor 2045 Peak Hour Volume From To 9354 NM 13th Avenue south NM zxh Street 5,354 15,029 8,257 11,500 3,243 18,272 9 1,644 5014 uz/us44z/MN Rh Avenue south tEl 116Rh terrace 26,949 47,277 33,047 28,000 (5,047) 42,230 9 3,801 235 south of Nv 33th Street 24,734 44,367 30,624 28,000 (2,624) 41,743 9 3,757 9338 ray 79th Street I NM 62nd Street 18,433 31,433 22,333 - - 31,433 9 2,829 5144 North of NM 62nd Street 18,189 29,212 21,496 26,000 4,504 33,716 9 3,034 5141 South of565h Street 22,352 34,295 25,935 27,000 1,065 35,360 9 3,182 2036 SR eAss North of SRsa4/Nw etx Street 260,279 283,213 267,159 207,000 (60,159) 223,054 8 17,844 2553 South of NM 62nd Street 232,598 252,041 238,431 192,500 (45,931) 206,110 8 16,489 8338 wiz d/v southd ME zsth Street 3,912 4,726 4,156 5,500 1,344 6,070 9 546 9322 NM 79th Street MN 36th Street 7,855 10,976 8,791 - - 10,976 9 988 9312 N4iami Avenue MN 79th street MI umrd street 12,561 21,784 15,328 15,700 372 22,156 9 1,994 8269 south MN zsth Street 13,579 20,723 15,722 21,500 5,778 26,501 9 2,385 9310 MN 79th street I NM 33th street 18,602 25,422 20,648 - - 25,422 9 2,288 8351 Nznd venue North of NE 36th Street 9,126 14,428 10,717 9,600 (1,117) 13,311 9 1,198 9280 weathered Nto3rd Street 10,309 18,818 12,862 - - 18,818 9 1,694 9278 N)9th Wed PE 36th Wed 16,124 20,338 17,388 10,900 (6,488) 13,850 9 1,247 8707 North of NE nst Street 14,571 22,983 17,095 13,600 (3,495) 19,488 9 1,754 5068 SttSNvt north of NE 79th Street/SR e34 37,688 49,020 41,088 42,500 1,412 50,432 9 4,539 5065 Martha Nnstxreet 37,099 49,278 40,753 41,500 747 50,025 9 4,502 9488 N eznd Wed/ME erst Street ww ells 19,321 23,191 20,482 11,500 (8,982) 14,209 9 1,279 105 wen of N3rd Place 27,862 33,106 29,435 19,500 (9,935) 23,171 9 2,085 103 east of N 7th/venue 27,163 31,708 28,527 15,500 (13,027) 18,681 9 1,681 2547 East d Flzmineowm 24,831 30,415 26,506 17,700 (8,806) 21,609 9 1,945 537 East of m e53Ae mune Road 33,148 39,505 35,055 23,500 (11,555) 27,950 9 2,516 538 wen d Nw 27th Avenue 34,734 41,919 36,890 32,500 (4,390) 37,529 9 3,378 9486 SR VMN/Nv 79th St et(Ee) I96/NN Rh !venue I Ner 13th court 15,829 26,109 18,913 - - 26,109 9 2,350 547 wen of MI xh venue 14,285 21,863 16,558 25,000 8,442 30,305 9 2,727 104 wen of NE ath court 29,402 39,751 32,507 30,200 (2,307) 37,444 9 3,370 001 (TMC) Nnst street West NE Red venue 6,610 10,897 7,896 8,300 404 11,301 9 1,017 9464 N/Nv UM Street MI 7th Avenue Nvtnh/venue 13,130 18,765 14,821 20,300 5,479 24,244 9 2,182 9462 NM and Ner nh/venue 27,775 40,073 31,464 25,500 (5,964) 34,109 9 3,070 7096 East of NE ath court 3,194 5,543 3,899 3,700 (199) 5,344 9 481 8627 east of N eth Avenue 3,489 5,287 4,028 3,700 (328) 4,959 9 446 Station Segment Existing (2025) Volume Growth Rate Long -Term (2045) Horizon Background Volume 9338 From 79th Street to NW 62nd Street 791 1.74% 1,066 9322 From 79th Street to NW 36th Street 1,144 1.74% 1,542 9310 From 79th Street to NW 36th Street 1,871 1.74% 2,522 9280 From NE 86th Street to NE 103rd Street 1,381 1.74% 1,862 9486 From I-95/NW 7th Avenue to NW 13th Court 684 1.74% 922 002 (TMC) West of NW 7th Avenue 198 1.74% 267 003 (TMC) West of NW 2nd Avenue 258 1.74% 348 004 (TMC) West of N Miami Avenue 320 1.74% 431 005 (TMC) West of NE 2nd Avenue 297 1.74% 400 K:\FTL_TPTO\143132004 - Little River Swerdlow \Ca lcs\MNCP\Roadway Segment \2045 Volume Development 5 2025.xlsx Little River Swerdlow 2015 Volumes SERPM 8.543 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 13 62 '434734 4274 12178 26946 2004 2933 17601 019321 LE• NJ -Ps 1 -A sr, bp1 co ri S N V 6745 CIM 14285 � 31826 31514 31578 31729 32602 15829 2389 w o w L CO 2112 18022 21124 92 N 708 10511 4973 1505 tri N ▪ 725 W 49 rr rn 395112e 8986i1 0 6718593578 n1 w 13560 3276 t• 13811 f 13220 12129 010977 11003 21051 1340 co co 0 13040 13040 19687 5549 12335 18048 13106 T 19072 tys 5091 w U30326 rn 03 rn co ' N y20874 1 27674 27674 26▪ 945 24178 25295 27775 a' 20021 " ' It 20021 0° ~ ▪ ",NCaZ • W ..p r W 5g0 4 O N i° o o`Oo 1022 0 1226 ?'i N w 4397 3064 868 N -p 4139 iO i 2620 , w o 0 749 U7 V 0 ao ✓ II • O r N 6408 3312 6420 iO w 9579 8563 6996 8000 ▪ 7032 7101 6510 9769 -, • m ▪ 0 J0`, 1322 rn N .NA n cn 17 0+ w 1121 ,M a' N N 74?7 �O o 0 1823 .` 4862 `' 5812— c1E5105 ,• v-8g 58767 0 6316358 5;78966 18673J ~l 361 N g627 5198 3247 kl, 621113 10938 8181116 61811126156.847 _548222 1854�2I /moo, Ih Y242401 �- i' 8361 w 6632 7603 7404 Sti`Jy • 10327 1338311395013978 9570 9570 11364y N 3j N 9283 e5 N 10705 w 7414 13383 W v M N -P D W W h` .wpm ^ (011v ko°' iip o ,J O ' O 1690 co c▪ i r O O io) in W 01 W - N r 15225 to (11 o+ CO 26781 Z 18701 684 24841 24253 CO CT, o �M' 1923/2326 27862 29402 NE 79t 27163 69 Street 660 rn rn 2182 N V ~ 13194 �9586�a � '28 58842 -4 1334127 0 0 110707 1--• V 0 w r IN CO rn 3840 37ft1 ,yM 'D NE 54th Street 22356 22170' rn 0 ro 682 $ 21612 5199 w 10570 V O <0 O NE 71st Street NE 62nd Street 10040 M wi 57004 N •14301 60066 O O NE 10th Avenue 23: MD (Licensed to Kimley Horn & Associates) Little River Swerdlow 2015 Volumes SERPM 8.543 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 3S98 rr 1752 $a 166 46047 46047 36276 Q V V 46047 V N N 11291 -P N -p 2672 CI'o 2612 N 530 925 ,,, O V ^^,42676 0341701 41781 1039 523 65 114 13328 CO O W 0 41. NJ V 00 r 00 .34734 1177 -4 1169 O rn 1065 31596 00 T W 2015 4040 V V V 00 O 36106 1279 1711 5306 NJ 00 I r w N V W w33862 w O 6728 5080 34265 OU' iv 6171 O 31826 31514 775 31330 36679 1337 2645 at '- r N V 2933 W up N N 31729 V 32602 r W O 3589 492 36269 00 rn 2908 6012 31379 T V N 36152 O N 01 W 31578 0' 01 0 V 1250 N ul N W 4553 724 O V O W 1071 co O 34230 N t0 O W 36186 rn W 7053 2742 3265 T O rn CO N _941 0°30387 W w 31379 36152 601 6745 95 W W w V CO NJ 4590 34083 17601 15829 39016 01 01 N CO V 2993 2004 NJ 0 LD N V 00 O 25017 rn rn w rn. 0 al, CY 01 (DO CO at 01 Nat al 34880 W II �o 537 N 315 CO ( w io14 M 6 w 23040 2690826893 ti N N 22668 o ui 0, 0 1/u Nt° 859 2287 -N 00 V O O 0 1660 V t0 t0 8796 465 3578 N .p V '.0 5998 -p w 0 V N CO 00 41, tll m 27377 1201 32908 28621 NJ CO 00 9823 28814 25916 CO 00 30669 a) 475 6040 -7.15892 14959 5379 sip NJ 19636 25916 26348 26781 24253 6204 27862 01 41. 849 20098 3158 NJ 27163 1st Street > 29402 NE 79th Street 7364 cp 19266 3683 1775 9263 4365 00 co oo 22356 22170' 51.99 21612 cb LLJ (Licensed to Kimley Horn & Associates) Little River Swerdlow 2015 Volumes SERPM 8.543 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk W rn 8036 774 0 5861 rn CO 0 1 r 8541 O N coLn 363 42404 2642 N 530 1:42676 J N 3023 168 0' W 53 40 11466 38012 38012 r CO O O N a 141u 3804 O rn W 41988 0 835 7937 41952 �' / 2960 3Sg8 5378 , 416 r=r; 399591/19 N , - �'40825.� 46378 46378 v 72466 N 70 72466 O a'/to :1 oil U1 699 in '(36946 38127 0g 189)- 59410 59410 4410 8036 �7235 .55 3709 i726 NJ 0+ 1D O W 0 0 10441 23469 W CO v N r U N997_ w 8631 962 N 38146 38127 4985 10538 0 35575 45 N w O 14199 13328 W �I 0' v W O O 2685 6958 555 34734 65 31 '6274 O N 325 041701 1177 1486 30581 381,00 460'+i N JP 267_rn 1039 N V V N 1169 I 1065 N 0 c-31596 2015 L4040 r-J697, COUJ ui o 1752 36276 V V V 01 V 31826 31514 N N W N 651 w 775 1711 5306 5967 `r4352 930 5134 W N V 36106 1279 5080 N Z33862 34265 728 01 - c31330 N OD 00 w1,337 ^'2645 N N V 2 933 w W O 544 3589 -A 1-31578 31729 492 0538 V ~A 6594 CO 283 36269 00 CO CO U1 0 N N w 1250 5673 2908 6012 O N N 31379 O V N 36152 N W W O r 34230 2234 N471 W V `36186 O alNJcoW N 2742 P U1 0 V 3265 7053 31379 36152 724 N 4729 2714 4553 0 01 W O V 32602 0 o (5335 W 00 95 0 U5549 2079 0 W W o U! 00 01 WOA 20 0 r V W Ul ^ � N 39016 1591538 1,0 01 01(' 01 o CO CO 34880 wUJ o r 01 01 NJ w CO Ul `38865 rn , M 0 01 In� CO .i l l0 -A '" ....I iD �1 rn 599i u3 '" W 0 V 0 132y'$vl (a17601 N • �) 19321 326 N aNi � rn rn �" �823 r 31470 31208Lri o 400 ' 1443 22668 1660 8796 465 W CO N CO n14285 5091 859 V 2287 V O 515892 co 30669 5379 00 19636 Ul 1.1 475 03 6204 26945 24178 26781 24253 cP. 1343 27862 29402 7364 UJ 7660 (Licensed to Kimley Horn & Associates) Little River Swerdlow 2045 Volumes SERPM 8.543 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 34 37 N CO -WA ‘41919 608 1974 48763 V 3042 1-4 O W 01 N 43689 43543 Lk) 1-4 1,1 W 1591 01 0 03 O 21735 W 1-4 W O 6256 N 4280 r W 29853 15 2741 W W J 3732 37323 97 177 2420 13376 1471 29853 r r C CO W W N O 3902 18512 -'77'52487 11557E 75152706650= 'I16884 5580 N 25376 W W rn CO rn 3078 0' W rn 01 01 °J111183 O 26500 V W 3976 U, 01 N 1916 43744 947 42810 oj `0 46824 9828 01 01 W 1 V Ul co Lo 2366 8310 1558 V N 7026 N F+ 2168 N 0 u, 7996 O N V 18307 V 5165 0 rn '-L 18971 0 Lri J 2293 W CO 01 31070 31070 Q1 � V - .0 r 3904 4358 N N 19370 1612 30764 1108 N 1-4 O V N 2152 o O 20554 N U1 N a) 1187 a) L co C O 20554 CO J 15 ,93 4125 01 12444 12339 2614 N N ,1O„ 25546 0 0 1385 8082 20463 W 01 485 24020 rn 1693`' N NE 81st tpet 19626 II.-.. J O � N. C- J 6955 01 N CO O CO Ul 3619 18541 w N 01 01 V V O N r 0 0 Q1 7805 N 925 N 01 5379 N CO 1-4 V NJ O [r 1876E I N - U l J 0 01 32220 �1 0 31726 31726 CO 33747 32885 V 01 N 23919 623 1-4 01 w N N Co 12457 10335 al µ 0 o N 72 1981 o7ec? >8S 0 ,711336 8 .rsio) /1447 2943 3gn 12340 91�10591340%811g09 81 8 71929; W O CO 16264 _11058 1 12541 15045 8020621 1659 W N 1706 N r 01 W 398 O W co a) a) 914 r w 23350 O 19998690 0 cN„ 20380 co CO 0 W 10552 242272854828099 24227 do V ti 7_6839 21132 2114 r NJ I-4 01 V O 9409 1450 1996 a N Cp J N V V V (0II . 1744 (/) rn U1 t+ 0 7780 2246 O l Tl Lc) U1 01 01 m 901 10069 O O V 01 2662 '26017 CO 0 CO 40073 M j 32106 W (o W I�u O 046723,09485' 7398310(97,, 307E; o M c0;612//041155 35277�,B 2g i� 17333 0 96M4 1706 �22301 8, OW 1 U.) W I-.y N 0 73 4706 N 0 V 01 03 7. 26605 0 Ul 01 9950 0 23291 5039 01 , N ▪ N co O 5859 • 2 co6992 31 01 V V N CO CO V Ul 32270 N 34716 3003 9858 N co CO N r1-4 O 01 01 10897 8N> co 0- 1 a) 0 1D J N O 1527 31708 3q751 NE 79th Street O V N O CO w 01 22161 21576 N~p r N 0 N A 0 NJ N 8551 5696 4$ 0 co O 0 M N r La 0 01 O 01 278 27627 N t+ CO O f+ bb i15246 01Ln O 15483 1002 6 19435 r IsJ 03J r 1684 � 'i55 01 co 11525 3019 rod - 5543 N 528Z N izr36 V 01 14550 0 u, LPN 5432 72651 1751164rW, w O V N N O 01 u, W U1 CO 01 24010 23432' En En O N 0 1479 0 3& 8468 8678 6521 31568 7962 4, 12586 N V 03 NE 71st Street co 5311 01 01 01 O rn M o^ th NE 62nd Street 8221 NE 54th Street 12872 70089 17673 75775 (Licensed to Kimley Horn & Associates) 380 728 7 54890 325 15178 9815 W w 334 337 64535 (41919 N 64456 47818 64456 1585 0 co (Ss54201 534585345 1974 38231 V 8428 O 0 43689 43543 T 46860 6680 0 0 0 N 38336 w O W O O r U% 46567 43744 47918 49217 40718 42810 Little River Swerdlow 2045 Volumes SERPM 8.543 1231 0 39353 35986 38223 1330 ch r Nco � Ut M U1 r 44169 43189 '-Q p �620 3479= V W 36482 w 39620 36482 i., O~ 66 L� V l0 0 LAN l0 'Y p 04137*II 7501 iD 46824 Ul W N N Ul V N Ul r ..p F- V Ul v 1558 w 0 1187 19626 26109 2168 r 1687 co NJ co tri co O O r .A o m 1693 � ��'co tea' C� N 0 tyl NJ 1'123191 > �3222 CO i- J tw0 �21863Z `J Iw0 2246 0 ulu, .7I- V • 2891. , D r o N to _ OD fn CO P w Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 0 0' 30673 `-.4 36838 w c 0 31726 31726 oo 33747 32885 32820 20007 30616 20700 32270 34716 9858 N o r CO 1a�j 4162 19499 20960 w 0 V 3886 Ul CO N 2125 11888 co co 234321 o u, 147C. 00 366 31568 O CO 1090 7962 12586 (Licensed to Kimley Horn & Associates) 199 N' 3887 3 7312 44452 44452 N w 01 V N :4 96 520 w 01 1.520 46524 46640 w w 0 332 0 16313 w 35u1 5861 3743 w O w o • u, 26177 1,9673 17509 ,!9004 rn cri v3� Ul V V 00 01 in ;45879 4055 w V 0 0 1090 39505 00 00 r 11842 47334 0 N �138� 1048 VD `"a 94380 94380 10613 793 r Z47470 47334 6206 9556 r 547 a54925 u, rn CO 41 13435 V V CO w N U1 4022 10528 247 728 54890 325 8084 U1 N w w 0 15911 15178 4.1 '-401 w O CO 3550 1769 rn 9198 41919 6138 01 0, Ul 585 E54201 1909 36914 w 0 r 0 41 01 2038 1428 N O co 665i Little River Swerdlow 2045 Volumes SERPM 8.543 2228 w N r 6445? 47818 584_rn 1547 w 00 0 0 2448 w V `'38231 2865 '5800 0 O w w 43689 43543 1321 w N O w 4205 7759 ul 0 N 01 0 8510 1376 N O O 8933 47918 2875 N N 01 O 7828 ko 56860 49217 41 N 0 N CO r NJ O 01 .46680 0 0 38336 4,1.438 (5731 41 r 010 W N ,.; 916 01 N N N w 753 6883 947 0 Q43744 42810 ko�35 1-46567 N 441 3157 8382 10369 1297 44246 1931 9055 0 44886 u1 w tn N .VA ui V �2366 0o r i°8310 1558 V N 7026 N V r 36482 0 V CO N7501 w V W 46824 N N F+ v, 1- CD W 0 "? 168 (7996 N N U, N 8647 w 44245 2565 5407 0' Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk 2775 N V O 47353 1446 5249 2400 u1,1231 231 °v1 0 'lll.a i c39353 N rn N w 42387 1 iO, � IGIII co 4972 ^' 0 O O 36482 1187 c 01 c8082 2751 V I 0 M 43189 - 4. V O N fr w 413: °:,1 19626 i23191 2891 w687 01 rn '6955 07805 ° y 0? 0 31320 11146 1117 O V r v N w N �38223 39076 ,6575 V N 0 20007 01 _ w U1 36838 '30616 0 O 31726 31726 33747 32885 10069 32270 ', 34716 0 0 0 8401 20700 12808 00 CO CO 1768 33106 39751 V V 11181 N 209E 5379 (Licensed to Kimley Horn & Associates) FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8182 - NW 12TH AVE, 200' SOUTH OF NW 79TH STREET YEAR AADT DIRECTION 1 DIRECTION 2 2024 11500 S N 6500 2023 11500 F N 6500 2022 11100 C N 6300 2021 11900 T N 6400 2020 12100 S N 6500 2019 12700 F N 6800 2018 12700 C N 6800 2017 12200 S N 7300 2016 11900 F N 7100 2015 11400 C N 6800 2014 7700 S N 4400 2013 7700 F N 4400 2012 7900 C N 4500 *K FACTOR D FACTOR T FACTOR S 5000 9.00 54.90 16.80 S 5000 9.00 55.10 8.00 S 4800 9.00 54.70 11.80 S 5500 9.00 54.30 17.50 S 5600 9.00 54.20 10.40 S 5900 9.00 54.60 11.00 S 5900 9.00 54.30 12.10 S 4900 9.00 55.00 12.60 S 4800 9.00 54.50 13.50 S 4600 9.00 54.70 13.70 S 3300 9.00 54.50 17.40 S 3300 9.00 52.40 16.20 S 3400 9.00 55.70 16.00 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5014 - SR 7/SW/NW 7 AV, 150' S NW 116 TER YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 28000 C N 14000 S 14000 9.00 54.90 4.80 2023 30000 C N 15000 S 15000 9.00 55.10 4.20 2022 27000 C N 14000 S 13000 9.00 54.70 5.60 2021 25500 C N 12500 S 13000 9.00 54.30 4.70 2020 31500 F N 16500 S 15000 9.00 54.20 4.90 2019 33000 C N 17500 S 15500 9.00 54.60 5.00 2018 33000 C N 16500 S 16500 9.00 54.30 5.50 2017 30500 C N 15500 S 15000 9.00 55.00 7.30 2016 33500 C N 17500 S 16000 9.00 54.50 5.00 2015 32500 C N 17000 S 15500 9.00 54.70 5.10 2014 31500 C N 16500 S 15000 9.00 54.50 4.00 2013 31500 C N 16500 S 15000 9.00 52.40 8.10 2012 33500 C N 16000 S 17500 9.00 55.70 6.00 2011 37500 C N 19500 S 18000 9.00 55.10 7.80 2010 38000 C N 20000 S 18000 8.98 54.08 7.10 2009 33500 C N 16000 S 17500 8.99 53.24 5.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0235 - SR 7/US-441/SW/NW 7 AV, 130' S NW 98 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 28000 C N 14000 S 14000 9.00 54.90 6.20 2023 29500 C N 15000 S 14500 9.00 55.10 4.20 2022 28500 C N 15000 S 13500 9.00 54.70 4.20 2021 26000 C N 13000 S 13000 9.00 54.30 4.70 2020 34000 F N 18000 S 16000 9.00 54.20 4.90 2019 36000 C N 19000 S 17000 9.00 54.60 5.00 2018 36500 C N 18000 S 18500 9.00 54.30 5.50 2017 26500 C N 11000 S 15500 9.00 55.00 7.30 2016 30500 C N 15000 S 15500 9.00 54.50 5.00 2015 32500 C N 18000 S 14500 9.00 54.70 5.10 2014 31000 C N 16000 S 15000 9.00 54.50 4.00 2013 42500 C N 21000 S 21500 9.00 52.40 8.10 2012 29500 C N 14500 S 15000 9.00 55.70 6.00 2011 33000 C N 16000 S 17000 9.00 55.10 7.80 2010 32000 C N 15500 S 16500 8.98 54.08 7.10 2009 30000 C N 14500 S 15500 8.99 53.24 5.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5144 - SR 7/US-441/SW/NW 7 AV, 500' N OF NW 62 ST. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 26000 C N 13000 S 13000 9.00 54.90 2.80 2023 25000 C N 13500 S 11500 9.00 55.10 4.80 2022 25000 C N 11500 S 13500 9.00 54.70 3.80 2021 24000 C N 12000 S 12000 9.00 54.30 3.10 2020 21000 C N 10500 S 10500 9.00 54.20 3.50 2019 28500 C N 14500 S 14000 9.00 54.60 4.60 2018 27000 C N 14000 S 13000 9.00 54.30 5.30 2017 24500 C N 12000 S 12500 9.00 55.00 13.60 2016 22500 C N 12000 S 10500 9.00 54.50 3.70 2015 24500 F N 12500 S 12000 9.00 54.70 3.00 2014 23500 C N 12000 S 11500 9.00 54.50 3.00 2013 22000 C N 10500 S 11500 9.00 52.40 3.00 2012 23000 C N 11500 S 11500 9.00 55.70 3.00 2011 18300 C N 10000 S 8300 9.00 55.10 6.60 2010 20200 C N 10500 S 9700 8.98 54.08 6.60 2009 24000 C N 11500 S 12500 8.99 53.24 2.30 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5141 - SR 7/US-441/NW 7 AV, 120' S OF NW 56 ST. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 27000 C N 14500 S 12500 9.00 54.90 4.00 2023 29500 C N 15500 S 14000 9.00 55.10 4.10 2022 27500 C N 15000 S 12500 9.00 54.70 6.60 2021 28000 C N 14500 S 13500 9.00 54.30 4.50 2020 23500 C N 12500 S 11000 9.00 54.20 3.80 2019 28000 C N 14000 S 14000 9.00 54.60 6.10 2018 27500 C N 15000 S 12500 9.00 54.30 5.90 2017 24000 C N 12500 S 11500 9.00 55.00 3.50 2016 22000 C N 11000 S 11000 9.00 54.50 5.00 2015 25500 F N 14000 S 11500 9.00 54.70 5.10 2014 24500 C N 13500 S 11000 9.00 54.50 4.00 2013 24500 C N 13500 S 11000 9.00 52.40 8.10 2012 25500 C N 13500 S 12000 9.00 55.70 6.00 2011 27000 C N 13500 S 13500 9.00 55.10 7.80 2010 29000 C N 15000 S 14000 8.98 54.08 7.10 2009 26500 C N 13000 S 13500 8.99 53.24 5.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 2036 - SR 9A/I-95, 500' N BRIDGE 870432 - SB CABINET MP (7.462) YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 207000 C N 101000 S 106000 9.00 50.90 3.00 2023 202000 C N 97000 S 105000 9.00 51.00 3.50 2022 205000 C N 101000 S 104000 9.00 50.70 4.30 2021 202000 C N 100000 S 102000 9.00 50.70 3.60 2020 172000 C N 82500 S 89500 9.00 50.80 4.40 2019 203500 C N 97500 S 106000 9.00 51.00 3.70 2018 227000 C N 115000 S 112000 9.00 51.70 3.30 2017 204000 F N 97000 S 107000 9.00 57.20 3.40 2016 200500 C N 95500 S 105000 8.00 55.50 4.00 2015 205000 C N 103000 S 102000 8.00 50.70 5.20 2014 203000 C N 102000 S 101000 8.00 50.90 4.50 2013 203500 C N 99500 S 104000 8.00 50.60 2.90 2012 258000 C N 128000 S 130000 8.00 50.70 8.60 2011 254000 C N 127000 S 127000 8.00 50.60 2.00 2010 248000 C N 126000 S 122000 7.79 50.34 3.80 2009 229000 C N 115000 S 114000 7.93 50.56 4.10 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 2553 - SR9A/I-95 NORTH -SOUTH EXWY, 800' N OF NW 62 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 192500 C N 93500 S 99000 8.00 50.90 9.10 2023 187000 C N 84000 S 103000 8.00 51.00 3.50 2022 288000 C N 88000 S 200000 8.00 50.70 4.30 2021 200500 F N 97500 S 103000 8.00 50.70 3.60 2020 202500 C N 98500 S 104000 8.00 50.80 4.40 2019 187500 C N 94000 S 93500 8.00 51.00 3.70 2018 202000 C N 98000 S 104000 9.00 51.70 3.30 2017 223000 C N 110000 S 113000 9.00 57.20 3.40 2016 230000 C N 116000 S 114000 8.00 55.50 4.00 2015 212000 C N 110000 S 102000 8.00 50.70 5.20 2014 206000 C N 107000 S 99000 8.00 50.90 4.50 2013 196000 C N 96000 S 100000 8.00 50.60 2.90 2012 242000 C N 120000 S 122000 8.00 50.70 8.60 2011 259000 C N 128000 S 131000 8.00 50.60 2.00 2010 246000 C N 122000 S 124000 7.79 50.34 3.80 2009 210000 C N 103000 S 107000 7.93 50.56 4.10 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8338 - NW 2ND AVE, 200' SOUTH OF NW 79TH STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 5500 C N 4100 S 1400 9.00 54.90 16.80 2023 5400 T N 2700 S 2700 9.00 55.10 8.00 2022 5200 S N 2600 S 2600 9.00 54.70 11.80 2021 5200 F N 2600 S 2600 9.00 54.30 17.50 2020 5400 C N 2700 S 2700 9.00 54.20 10.40 2019 4700 T N 2500 S 2200 9.00 54.60 11.00 2018 4700 S N 2500 S 2200 9.00 54.30 12.10 2017 4700 F N 2500 S 2200 9.00 55.00 12.60 2016 4500 C N 2400 S 2100 9.00 54.50 13.50 2015 3500 T N 1400 S 2100 9.00 54.70 13.70 2014 3400 S N 1400 S 2000 9.00 54.50 17.40 2013 3400 F N 1400 S 2000 9.00 52.40 16.20 2012 3400 C N 1400 S 2000 9.00 55.70 16.00 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8270 - NORTH MIAMI AVENUE, 200' NORTH OF NW 95TH STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 15700 F N 8200 S 7500 9.00 54.90 16.80 2023 15700 C N 8200 S 7500 9.00 55.10 8.00 2022 15600 T N 7800 S 7800 9.00 54.70 11.80 2021 15800 S N 7900 S 7900 9.00 54.30 17.50 2020 16200 F N 8100 S 8100 9.00 54.20 10.40 2019 17000 C N 8500 S 8500 9.00 54.60 11.00 2018 17400 S N 9500 S 7900 9.00 54.30 12.10 2017 17200 F N 9400 S 7800 9.00 55.00 12.60 2016 16700 C N 9100 S 7600 9.00 54.50 13.50 2015 11500 T N 6300 S 5200 9.00 54.70 13.70 2014 11100 S N 6100 S 5000 9.00 54.50 17.40 2013 11000 F N 6000 S 5000 9.00 52.40 16.20 2012 11200 C N 6100 S 5100 9.00 55.70 16.00 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8269 - NORTH MIAMI AVENUE, 200' SOUTH OF NW 79TH STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 21500 F N 11500 S 10000 9.00 54.90 16.80 2023 21500 C N 11500 S 10000 9.00 55.10 8.00 2022 20700 T N 11500 S 9200 9.00 54.70 11.80 2021 20900 S N 11500 S 9400 9.00 54.30 17.50 2020 21100 F N 11500 S 9600 9.00 54.20 10.40 2019 22000 C N 12000 S 10000 9.00 54.60 11.00 2018 24000 S N 12500 S 11500 9.00 54.30 12.10 2017 24000 F N 12500 S 11500 9.00 55.00 12.60 2016 23000 C N 12000 S 11000 9.00 54.50 13.50 2015 12600 T N 6600 S 6000 9.00 54.70 13.70 2014 12200 S N 6400 S 5800 9.00 54.50 17.40 2013 12000 F N 6300 S 5700 9.00 52.40 16.20 2012 12200 C N 6400 S 5800 9.00 55.70 16.00 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8351 - NE 2ND AVE, 200' NORTH OF NE 96TH STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 9600 C N 5400 S 4200 9.00 54.90 6.20 2023 11900 C N 6600 S 5300 9.00 55.10 3.30 2022 11300 F N 6000 S 5300 9.00 54.70 6.90 2021 11500 C N 6100 S 5400 9.00 54.30 6.90 2020 11500 C N 5800 S 5700 9.00 54.20 3.40 2019 12900 C N 6500 S 6400 9.00 54.60 3.60 2018 10600 C N 5500 S 5100 9.00 54.30 3.40 2017 11700 C N 5900 S 5800 9.00 55.00 3.60 2016 13800 C N 7900 S 5900 9.00 54.50 3.10 2015 13800 C N 7800 S 6000 9.00 54.70 6.70 2014 12800 C N 6700 S 6100 9.00 54.50 7.60 2013 15500 C N 8400 S 7100 9.00 52.40 16.20 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 7066 - NE/SE 2ND AVE 100 FT SOUTH OF NE 51ST ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 10900 C N 5500 S 5400 9.00 54.90 4.60 2023 11900 F N 5800 S 6100 9.00 55.10 3.70 2022 11500 C N 5600 S 5900 9.00 54.70 3.70 2021 7600 F N 3500 S 4100 9.00 54.30 5.70 2020 7800 C N 3600 S 4200 9.00 54.20 5.70 2019 9000 F N 4600 S 4400 9.00 54.60 7.40 2018 9000 C N 4600 S 4400 9.00 54.30 7.40 2017 12000 F N 5800 S 6200 9.00 55.00 3.30 2016 11600 C N 5600 S 6000 9.00 54.50 3.30 2015 9300 F N 3400 S 5900 9.00 54.70 16.40 2014 9000 C N 3300 S 5700 9.00 54.50 16.40 2013 9400 E N 4700 S 4700 9.00 52.40 5.20 2012 9000 S N 4500 S 4500 9.00 55.70 5.80 2011 9200 F N 4600 S 4600 9.00 55.10 4.50 2010 9400 C N 4700 S 4700 8.98 54.08 4.40 2009 11000 C N 5500 S 5500 8.99 53.24 3.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8707 - NE 2ND AVE 100 FT NORTH OF NE 71ST ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 13600 F N 6700 S 6900 9.00 52.70 4.60 2023 13800 C N 6800 S 7000 9.00 63.10 5.40 2022 10400 T N 5200 S 5200 9.00 56.50 3.50 2021 10200 S N 5100 S 5100 9.00 55.00 3.40 2020 10800 F N 5400 S 5400 9.00 56.00 3.40 2019 12100 C N 6000 S 6100 9.00 56.00 2.50 2018 9800 T N 5800 S 4000 9.00 54.30 3.80 2017 11000 S N 6500 S 4500 9.00 59.30 3.00 2016 11200 F N 6600 S 4600 9.00 56.10 5.20 2015 11400 C N 6700 S 4700 9.00 57.40 5.00 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5065 - SR 5/US-1, 120' N NE 71 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 41500 C N 18500 S 23000 9.00 54.90 3.10 2023 37000 C N 17500 S 19500 9.00 55.10 2.90 2022 36500 C N 18000 S 18500 9.00 54.70 5.30 2021 34000 C N 16000 S 18000 9.00 54.30 5.40 2020 34000 C N 16000 S 18000 9.00 54.20 3.90 2019 41000 C N 18500 S 22500 9.00 54.60 7.70 2018 40500 C N 18500 S 22000 9.00 54.30 5.80 2017 40000 C N 18500 S 21500 9.00 55.00 8.70 2016 39000 C N 16500 S 22500 9.00 54.50 4.70 2015 40000 C N 18500 S 21500 9.00 54.70 6.50 2014 40000 C N 19000 S 21000 9.00 54.50 12.20 2013 41000 C N 20000 S 21000 9.00 52.40 6.10 2012 43000 C N 20500 S 22500 9.00 55.70 4.60 2011 37500 C N 17500 S 20000 9.00 55.10 2.80 2010 39000 C N 18500 S 20500 8.98 54.08 2.80 2009 37500 C N 18000 S 19500 8.99 53.24 5.30 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0106 - NW 81 ST/ONE-WAY-PAIR WB. 300' W NW 7 AVE. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 11500 C W 11500 0 9.00 99.90 9.60 2023 9200 C W 9200 0 9.00 99.90 9.70 2022 9100 C W 9100 0 9.00 99.90 6.80 2021 9100 C W 9100 0 9.00 99.90 8.70 2020 9200 C W 9200 0 9.00 99.90 7.60 2019 8900 C W 8900 0 9.00 99.90 10.20 2018 9500 C W 9500 0 9.00 99.90 8.50 2017 9800 C W 9800 0 9.00 99.90 6.90 2016 10500 C W 10500 0 9.00 99.90 7.20 2015 10000 C W 10000 0 9.00 99.90 11.80 2014 9500 C W 9500 9.00 99.90 10.40 2013 8800 C W 8800 0 9.00 99.90 9.00 2012 8800 C W 8800 0 9.00 99.90 10.50 2011 8800 C W 8800 0 9.00 99.90 10.50 2010 10000 C W 10000 0 8.98 99.99 9.50 2009 10500 C W 10500 0 8.99 99.99 8.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0105 - SR 934/NE 82 ST/ONE-WAY PAIR WB, 200' W NE 3 PL YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 19500 C W 19500 0 9.00 99.90 9.60 2023 18500 C W 18500 0 9.00 99.90 9.70 2022 18000 C W 18000 0 9.00 99.90 6.80 2021 17500 C W 17500 0 9.00 99.90 8.70 2020 16000 C W 16000 0 9.00 99.90 7.60 2019 16500 C W 16500 0 9.00 99.90 10.20 2018 14500 C W 14500 0 9.00 99.90 8.50 2017 16000 C W 16000 0 9.00 99.90 6.90 2016 17500 C W 17500 0 9.00 99.90 7.20 2015 17000 C W 17000 0 9.00 99.90 11.80 2014 17500 C W 17500 9.00 99.90 10.40 2013 15500 C W 15500 0 9.00 99.90 9.00 2012 23500 C W 23500 0 9.00 99.90 10.50 2011 17500 C W 17500 0 9.00 99.90 10.50 2010 14000 C W 14000 0 8.98 99.99 9.50 2009 14500 C W 14500 0 8.99 99.99 8.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0103 - NE 82ST/ONE-WAY-PAIR WB. 750' E NE 7 AVE. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 15500 C W 15500 0 9.00 99.90 9.60 2023 18000 C W 18000 0 9.00 99.90 9.70 2022 18500 C W 18500 0 9.00 99.90 6.80 2021 13500 C W 13500 0 9.00 99.90 8.70 2020 15000 C W 15000 0 9.00 99.90 7.60 2019 12500 C W 12500 0 9.00 99.90 10.20 2018 12500 C W 12500 0 9.00 99.90 8.50 2017 17000 C W 17000 0 9.00 99.90 6.90 2016 13500 C W 13500 0 9.00 99.90 7.20 2015 13000 C W 13000 0 9.00 99.90 11.80 2014 14000 C W 14000 9.00 99.90 10.40 2013 11500 C W 11500 0 9.00 99.90 9.00 2012 11500 C W 11500 0 9.00 99.90 10.50 2011 13000 C W 13000 0 9.00 99.90 10.50 2010 10000 C W 10000 0 8.98 99.99 9.50 2009 11500 C W 11500 0 8.99 99.99 8.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 2547 - SR-934/EAST 25 ST. 400' E FLAMINGO WAY YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 17700 C E 9400 W 8300 9.00 54.90 9.60 2023 17400 C E 8800 W 8600 9.00 55.10 9.70 2022 14400 C E 6800 W 7600 9.00 54.70 6.80 2021 15700 C E 7200 W 8500 9.00 54.30 8.70 2020 8800 C E 4500 W 4300 9.00 54.20 7.60 2019 16300 C E 7700 W 8600 9.00 54.60 10.20 2018 15700 C E 7600 W 8100 9.00 54.30 8.50 2017 15800 C E 8100 W 7700 9.00 55.00 6.90 2016 16400 C E 7900 W 8500 9.00 54.50 7.20 2015 15700 C E 7200 W 8500 9.00 54.70 11.80 2014 15900 C E 7800 W 8100 9.00 54.50 10.40 2013 14400 C E 6400 W 8000 9.00 52.40 9.00 2012 15500 C E 8000 W 7500 9.00 55.70 10.50 2011 16500 C E 7500 W 9000 9.00 55.10 10.50 2010 24000 C E 11500 W 12500 8.98 54.08 9.50 2009 24500 C E 12500 W 12000 8.99 53.24 8.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0537 - SR 934/NW 79 ST/E 21 ST, 500' E SR 953/LEJEUNE RD YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 23500 C E 12000 W 11500 9.00 54.90 6.80 2023 24000 C E 12500 W 11500 9.00 55.10 12.30 2022 23000 C E 12000 W 11000 9.00 54.70 9.30 2021 23500 C E 12500 W 11000 9.00 54.30 6.60 2020 22000 C E 11000 W 11000 9.00 54.20 7.50 2019 21300 C E 9800 W 11500 9.00 54.60 10.40 2018 25000 C E 12500 W 12500 9.00 54.30 7.00 2017 26000 C E 13000 W 13000 9.00 55.00 8.30 2016 23500 C E 11500 W 12000 9.00 54.50 6.80 2015 24500 C E 12000 W 12500 9.00 54.70 11.60 2014 23000 C E 11000 W 12000 9.00 54.50 10.30 2013 23500 C E 11500 W 12000 9.00 52.40 9.00 2012 19600 C E 9700 W 9900 9.00 55.70 9.00 2011 21000 C E 10500 W 10500 9.00 55.10 6.90 2010 23500 C E 11500 W 12000 8.98 54.08 6.90 2009 22000 C E 11500 W 10500 8.99 53.24 10.30 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0538 - SR 934/NW 79 ST, 400' W NW 27 AV YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 32500 C E 16000 W 16500 9.00 54.90 9.60 2023 30000 C E 15500 W 14500 9.00 55.10 9.70 2022 27500 C E 14000 W 13500 9.00 54.70 6.80 2021 31500 C E 15500 W 16000 9.00 54.30 8.70 2020 25500 C E 12500 W 13000 9.00 54.20 7.60 2019 28000 C E 14000 W 14000 9.00 54.60 10.20 2018 27500 C E 13000 W 14500 9.00 54.30 8.50 2017 29000 C E 14000 W 15000 9.00 55.00 6.90 2016 28000 C E 13500 W 14500 9.00 54.50 7.20 2015 26000 C E 14000 W 12000 9.00 54.70 11.80 2014 24500 C E 13000 W 11500 9.00 54.50 10.40 2013 28500 C E 13500 W 15000 9.00 52.40 9.00 2012 25000 C E 12500 W 12500 9.00 55.70 10.50 2011 26500 C E 13500 W 13000 9.00 55.10 10.50 2010 27000 C E 13000 W 14000 8.98 54.08 9.50 2009 21000 C E 10500 W 10500 8.99 53.24 8.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0547 - SR-934/NW 79 ST. 400' W NW 7 AVE. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 25000 C E 17500 W 7500 9.00 54.90 9.60 2023 27000 C E 17000 W 10000 9.00 55.10 9.70 2022 24100 C E 17000 W 7100 9.00 54.70 6.80 2021 23100 C E 14000 W 9100 9.00 54.30 8.70 2020 20000 C E 13000 W 7000 9.00 54.20 7.60 2019 26000 C E 16500 W 9500 9.00 54.60 10.20 2018 19600 C E 11500 W 8100 9.00 54.30 8.50 2017 24000 C E 15500 W 8500 9.00 55.00 6.90 2016 23600 C E 15000 W 8600 9.00 54.50 7.20 2015 23900 C E 15500 W 8400 9.00 54.70 11.80 2014 23300 C E 14500 W 8800 9.00 54.50 10.40 2013 26300 C E 17500 W 8800 9.00 52.40 9.00 2012 23300 C E 15500 W 7800 9.00 55.70 10.50 2011 29000 C E 14500 W 14500 9.00 55.10 10.50 2010 26600 C E 18000 W 8600 8.98 54.08 9.50 2009 21600 C E 14000 W 7600 8.99 53.24 8.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0104 - SR 934/NE 79 ST/ONE WAY PAIR EB, 200' W NE 4 CT YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 30200 C E 23500 W 6700 9.00 54.90 9.60 2023 27400 C E 20500 W 6900 9.00 55.10 9.70 2022 25700 C E 19000 W 6700 9.00 54.70 6.80 2021 26400 C E 20000 W 6400 9.00 54.30 8.70 2020 25700 C E 19500 W 6200 9.00 54.20 7.60 2019 29700 C E 23000 W 6700 9.00 54.60 10.20 2018 29600 C E 22500 W 7100 9.00 54.30 8.50 2017 25500 C E 19000 W 6500 9.00 55.00 6.90 2016 28700 C E 22000 W 6700 9.00 54.50 7.20 2015 28800 C E 22500 W 6300 9.00 54.70 11.80 2014 30900 C E 24500 W 6400 9.00 54.50 10.40 2013 26400 C E 19500 W 6900 9.00 52.40 9.00 2012 18000 C E 18000 0 9.00 99.90 10.50 2011 23000 C E 23000 0 9.00 99.90 10.50 2010 22500 C E 22500 0 8.98 99.99 9.50 2009 19500 C E 19500 0 8.99 99.99 8.40 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8180 - NW 72ND ST/NW 19TH A/71, 200' WEST OF I-95 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 8300 E E 4600 W 3700 9.00 54.90 4.60 2023 8300 S E 4600 W 3700 9.00 55.10 5.40 2022 8100 F E 4500 W 3600 9.00 54.70 3.50 2021 8300 C E 4600 W 3700 9.00 54.30 3.40 2020 1400 T E 550 W 850 9.00 54.20 3.40 2019 1450 S E 550 W 900 9.00 54.60 2.50 2018 1450 F E 550 W 900 9.00 54.30 3.80 2017 1450 C E 550 W 900 9.00 55.00 3.00 2016 8200 T E 4500 W 3700 9.00 54.50 5.20 2015 7800 S E 4300 W 3500 9.00 54.70 5.00 2014 7600 F E 4200 W 3400 9.00 54.50 10.70 2013 7600 C E 4200 W 3400 9.00 52.40 16.20 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8288 - NW 62ND ST, 200' WEST OF NW 12TH AVENUE YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 20300 F E 10500 W 9800 9.00 54.90 16.80 2023 20300 C E 10500 W 9800 9.00 55.10 8.00 2022 18200 T E 9200 W 9000 9.00 54.70 11.80 2021 18500 S E 9400 W 9100 9.00 54.30 17.50 2020 18900 F E 9600 W 9300 9.00 54.20 10.40 2019 19700 C E 10000 W 9700 9.00 54.60 11.00 2018 21000 S E 10500 W 10500 9.00 54.30 12.10 2017 21000 F E 10500 W 10500 9.00 55.00 12.60 2016 20000 C E 10000 W 10000 9.00 54.50 13.50 2015 17800 T E 9200 W 8600 9.00 54.70 13.70 2014 17200 S E 8900 W 8300 9.00 54.50 17.40 2013 17000 F E 8800 W 8200 9.00 52.40 16.20 2012 17300 C E 9000 W 8300 9.00 55.70 16.00 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8289 - NW 62ND ST, 200' WEST OF I-95 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 25500 F E 12500 W 13000 9.00 54.90 16.80 2023 25500 C E 12500 W 13000 9.00 55.10 8.00 2022 20600 T E 9600 W 11000 9.00 54.70 11.80 2021 20800 S E 9800 W 11000 9.00 54.30 17.50 2020 21000 F E 10000 W 11000 9.00 54.20 10.40 2019 22000 C E 10500 W 11500 9.00 54.60 11.00 2018 18900 S E 10000 W 8900 9.00 54.30 12.10 2017 18700 F E 9900 W 8800 9.00 55.00 12.60 2016 18100 C E 9600 W 8500 9.00 54.50 13.50 2015 18100 T E 10000 W 8100 9.00 54.70 13.70 2014 17500 S E 9700 W 7800 9.00 54.50 17.40 2013 17300 F E 9600 W 7700 9.00 52.40 16.20 2012 17600 C E 9800 W 7800 9.00 55.70 16.00 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 7096 - NE 62 ST, 200 FEET EAST NE 4 CT YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 3700 F 0 0 9.00 99.90 5.50 2023 3700 C W 3700 0 9.00 99.90 5.50 2022 3700 F 0 0 9.00 99.90 3.20 2021 3600 C W 3600 0 9.00 99.90 3.20 2020 2900 F 0 0 9.00 99.90 12.10 2019 3200 C W 3200 0 9.00 99.90 12.10 2018 4100 F 0 0 9.00 99.90 11.00 2017 4600 C W 4600 0 9.00 99.90 11.00 2016 4400 F 0 0 9.00 99.90 3.50 2015 4500 C W 4500 0 9.00 99.90 3.50 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2024 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8627 - NW 61 ST/DR MLK JR B, 100' EAST OF NE 4 AV (2011 OFF SYSTEM CYCLE) YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2024 3700 C E 3700 0 9.00 99.90 5.70 2023 4500 F 0 0 9.00 99.90 2.70 2022 4300 C E 4300 0 9.00 99.90 2.70 2021 3400 F 0 0 9.00 99.90 3.00 2020 3600 C E 3600 0 9.00 99.90 3.00 2019 4700 T 0 0 9.00 99.90 2.50 2018 4800 S 0 0 9.00 99.90 3.80 2017 5400 F 0 0 9.00 99.90 3.00 2016 5500 C E 5500 0 9.00 99.90 5.20 2015 4100 T 0 0 9.00 99.90 5.00 2014 4100 S 9.00 99.90 10.70 2013 4100 F 0 0 9.00 99.90 16.20 2012 4100 C E 4100 0 9.00 99.90 16.00 Submitted into the public record for item(s) PZ.6 on 07/24/2025, City Clerk AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES