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Attachment - 2 Traffic StudyDavid Plummer & Associates Traffic StudySunset Place    1 | Page    Responses to the Calvin Giordano & Associates Comments on Behalf of City of South Miami October 12, 2017 Re: Development of Shops at Sunset Place Traffic Impact Study - 3nd Review 1. Please provide signature page from professional engineer licensed in the State of Florida for the submitted traffic impact study. Response: A signature page signed and sealed by a professional engineer has been added to the report. CGA Response: Addressed 2. Please provide traffic counts for the am and pm peak hour of the existing parking garage driveway at SW 58th Avenue and SW 71st Street. Please provide an intersection capacity analysis for the existing and future conditions for each relevant scenario. In our recent meeting there was discussion of the ability to flush the garage quickly from an operational stand point. Please provide a narrative in the TIS regarding this concept and the queuing form analysis for this location. In page 12 of the project narrative and overview, Figure 33 shows the garage being a right in / right out vehicular access. Response: As requested, turning movement count have been collected at the SW 58th Ave and SW 71st Street intersection at the existing parking garage entrance. Intersection capacity analysis has been completed for existing and future conditions. Appropriate tables and exhibits have been updated. CGA Response: Addressed 3. Please provide detail regarding the timing of full build out for the approved but unbuilt development projects (i.e. committed trips). Please add Metrorail station project and the two recent residential projects in the city of Coral Gables to the list of approved but unbuilt development projects. Response: Build out information was not readily available, therefore it was assumed that all committed developments will be built prior to the project build out. As requested, the Treo SoMi Station project was added as a committed development. Intersection analysis has been updated for the future scenarios. Appropriate tables and exhibits have also been updated. Synchro intersection capacity worksheets have been included in Appendix C. CGA Response: Addressed 2 | Page    4. Please provide updated traffic signal timings in the intersection capacity analysis as necessary per most up to date signal timing published by the Miami-Dade County Department of Transportation and Public Works (DTPW). A copy of the most recently updated traffic signal timings is attached. Response: DTPW timing report link was used to check for most up to date signal timing. The print date on the following signal timing reports remained the same as the ones used for the traffic study: 3740: SW 58th Avenue / Sunset Drive, 4491: SW 58th Avenue / SW 70th Street / US-1, 5223: Sunset Place Driveway / US-1. The print date on the following signal timing reports are more current: 2998: Red Road / US-1 3303: Red Road / Sunset Drive These two reports were reviewed and have been included as Attachment A. Although they have a more current print date, they provide the same signal timing and phasing used for the traffic analysis for the morning and afternoon peak hours. CGA Response: Addressed 5. Please provide synchro reports for all intersections for all scenarios that provide the 95th percentile queues. For instance, the intersection of Red Road and San Remo does not have the 95th percentile queues provided. Response: Synchro queuing reports showing the 95th percentile back of queue for intersections that do not show in the HCM report have been included in Appendix C. CGA Response: Please provide mitigation improvements for the intersection of SW 58th Avenue/US-1/SW 70th Street intersection. The vehicle queue extends past the SW 70th Street and SW 58th Place/Metrorail Parking lot garage entrance. Additional roadway improvements should be considered at this intersection and road segment and for other intersections that create vehicle queue stacking that extends beyond the existing turn lane storage. Response: It should be noted that for the SW 58th Avenue/US-1/SW 70th Street intersection the back of queue extending past the provided turn lane storage length is an existing condition issue. Furthermore, the project is only adding one vehicle to the back of queue during the PM peak hour. An option to reduce some of the back of queue would require reduction of green time for US-1. It is unlikely the agencies would allow this to occur or that this would significantly address the existing queuing issue. CGA 10/12/17 Response: Please consider right-of-way/roadway improvements along SW 70th Street between US-1 and SW 59th Place. Access Management including turn lane restrictions at Progress Road and Commerce Lane should be evaluated in order to improve on the existing storage length for the eastbound left turn lane on SW 70th Street at US-1/SW 58th Avenue. 3 | Page    Response: The Applicant agrees with the City to jointly seek regulatory approval from those agencies with jurisdiction over the intersection of Sunset Drive and US-1 to allow an eastbound left turn lane on Sunset Drive at US-1. In the event that approval is obtained for the left turn lane, the Applicant agrees to jointly seek to eliminate the pedestrian crosswalk on the north side of US-1 (if required). The Applicant shall pay all costs associated with this condition. 6. Please add footnote to Exhibit 4 (page 10) of the TIS that references the source of the LOS standard shown in the table per the city of South Miami Transportation Element. Response: A footnote has been added to Exhibits 4, 6, and 13. CGA Response: Addressed 7. Please use a 1.0% annual growth rate for the traffic analysis instead of 0.5% annually. Response: Historical data within the project area showed that traffic has decreased in the past years (see Appendix B). Therefore a conservative 0.5% annual growth rate was used. CGA Response: Addressed. Please add the 2016 traffic counts to the annual growth trend calculations. Please also include count station number 878299. Response: Count Station 878299 has been added to the historical growth calculation. 2016 traffic counts have also been added to the historical growth calculation. The re-calculation shows a negative growth rate, therefore the 0.5% growth rate used in the study still provides a conservative analysis. Updated historical growth rate documentation has been included in Appendix B. CGA Response: Addressed 8. Please update the land use code (LUC) for general Office in Exhibit 5 to LUC 710 not LUS 931. Response: Exhibit 5 has been updated to show the requested land use code. CGA Response: Addressed 9. Please add columns to Exhibit 4, Exhibit 6 and exhibit 13 that includes the intersection delay for the intersection and for each approach and 95th percentile queue length for the key turn lanes for each approach. Response: The intersection delay has been added to Exhibits 4, 6, and 13. A new exhibit (Exhibit 14) has been added to show the 95th percentile back of queue for each intersection. CGA Response: Please add existing turn lane storage lengths to Exhibit 14 to allow for evaluation of the impacts to existing/future turn lanes. Please provide existing turn lane storage lengths and future turn lane storage lengths if there is a change based on the off- site roadway improvements. Please clarify the 95th percentile queue values for the AM and PM peak hour for the Future with Project scenario for the intersection of Red Road and San Remo Avenue. 4 | Page    Response: Turn lane storage lengths have been added to Exhibit 14. Please note that the lane configuration for future with project conditions at the Red Road / San Remo Avenue intersection now includes the inbound movements to the driveway. Therefore available movements, traffic volumes, and signal phasing / timings reflect the proposed intersection as needed. CGA 10/12/17 Response: Please provide traffic mitigation improvements along SW 58th Avenue at US-1/SW 70th Street. Exhibit 14 and the Synchro reports indicate that the existing NBL turn lane storage will be insufficient in the future with project condition. The 95th percentile vehicle queue stacking is 302 LF for a 50 LF turn lane. Vehicles will stack along SW 58th Avenue past SW 71st Street and parking garage entrance. Response: The Applicant at their expense shall perform annual traffic monitoring for a period of three years commencing six months from the issuance of the first certificate of occupancy for the residential building. The traffic monitoring shall include an intersection analysis of the SW 58th Avenue / US-1 / SW 70th Street intersection. Should the actual number of vehicles stacked and stored on the northbound SW 58th Avenue to southbound US-1 left turn lane at the intersections identified above exceed by 10% of the number of vehicles projected in the Applicant’s original traffic study, the Applicant will conduct supplemental traffic impact studies of this intersection, at the Applicant's expenses, to determine the Project’s impact on this intersection and appropriate, reasonable mitigation to address and improve the stacking and storing conditions. In the event that supplemental mitigation is deemed to be necessary by the City, then the City and the Applicant shall jointly pursue the approvals necessary to implement the mitigation. The costs of the mitigation shall be paid by the Applicant. 10. In addition to the census survey data provided for the City of South Miami as mentioned in TIS section 4.3, please also address the ridership numbers and existing headways for the existing Miami-Dade Transit bus and rail lines. Please provide a multimodal exhibit that shows the existing transit, pedestrian, and bicycle infrastructure surrounding the Sunset Place development parcel. Response: A table has been added to Section 5.0 providing a summary of the existing available transit, peak hour headways and ridership information. Exhibit showing the available bus routes and bus stops in the area, the location of sidewalk, pedestrian crosswalks, and bike lanes has also been added to Section 5.0. Transit documentation has been included in Appendix F. CGA Response: Addressed. Please add pages 11 and 12 of the project narrative and overview (Mobility, Circulation and Parking) to the traffic study Appendix for consistency. Please add pages S-10, S-11, S-12 and S-13 from the Design Concept Exhibits to the traffic study Appendix for consistency. Response: As requested page 11 and 12 of the project narrative and overview (Mobility, Circulation and Parking) have been added to Appendix F. Pages S-10, S-11, S-12, S-13 from the Design Concept Exhibits have been added to Appendix A. CGA Response: Addressed 5 | Page    11. FDOT is currently conducting a study along US-1/South Dixie Highway from Coral Reef Drive to I-95. FDOT initiated the US-1 Corridor Planning Study from Cora Reef Drive to I-95 to improve congestion, multimodal connectivity, livability, complete streets and to enhance transportation modes. Please coordinate with FDOT and/or their traffic consultants to discuss transportation infrastructure improvements along the US-1 corridor adjacent to the Sunset Place redevelopment. Please add a narrative to the TIS that references the US-1 Corridor study and the applicant’s intention to coordinate with the adjacent planning project. Response: A narrative has been added to section 3.0 discussing the US-1 corridor study and the project’s coordination efforts. CGA Response: Please provide the list of final recommendations for the US-1 corridor study in the updated traffic impact study including section 3.0 and within the Appendix. Please update and add any relevant narrative to the TIS related to any proposed set of improvements. Response: The schedule for the corridor study was provided in Section 3.0 of the traffic report. Furthermore FDOT was contacted requesting the current status of the corridor study and a list of proposed alternatives if any. The FDOT corridor study is still ongoing; improvement alternatives have not been recommended. As noted in the traffic study, a representative from Sunset Place is an active member of the Corridor Study Public Advisory Team (PAT). FDOT will hold a meeting with the PAT to coordinate / discuss the corridor study. CGA 10/12/17 Response: Addressed. The Sunset Place development should work with FDOT on implementation of recommended improvements from the US-1 corridor study for the adjacent road segments within the radius of influence as defined in the traffic impact study. Response: Comment noted. 12. Please clarify in the trip generation section if there is a planned change in the number of seats. Per our recent meeting, it was stated that the proposed use will include about 80% of current number of seats. Response: At the time the traffic study was completed, the proposed number of seats (4,000) were the same as existing number of seats. If the development later proposes to decrease the number of seats, then the trip generation calculation used for the traffic study provides for a very conservative analysis. CGA Response: Addressed 13. Please update Exhibit 8 trip generation equation for the PM peak hour to T=0.55(x) +17.65. Response: Exhibit 8 has been updated to show the requested trip generation equation. CGA Response: Addressed 6 | Page    14. Please provide a current list of tenants for all of the existing approved land uses for the current Sunset Place development. This should define those commercial spaces and/or residential units that were vacant when the traffic data collection was conducted for this TIS. Response: Counts used for the traffic analysis were collected September 2016. The Shops at Sunset Place provided a list of tenants as of September 30th 2016. This document shows that the existing development is 93% occupied. It is expected that the proposed redevelopment of Sunset Place will have similar occupancy. Tenant documentation has been included as Attachment B. CGA Response: Addressed. Please incorporate this attachment within the final traffic study Appendix. Response: As requested the list of tenants has been included in Appendix B. CGA Response: Addressed 15. Please add discussion of the adjusted fire access lane from Sunset Drive to TIS section 5.0 (Site Circulation). Please define the proposed ingress egress for fire rescue vehicles in serving site. Response: Text has been added to Section 5.0 describing the adjusted fire truck access lane. CGA Response: Addressed 16. Please reference the attached 5-year crash history per Signal Four analytics for the adjacent roadways to Sunset Place redevelopment parcel. There needs to be offsite traffic improvements to these adjacent roadways that address safety issues and to improve multimodal transportation for all travel modes including vehicular, pedestrian, bicycle and transit. It is important to have transportation infrastructure in place to serve all modes of transportation for this development. Response: The 5 year (2012- 2017) crash history within the study area was reviewed. Text has been added to address this concern. Documentation has been included in Appendix B. CGA Response: Please add the crash heat maps from Signal Four Analytics for all other adjacent roadways not just SW 71st Street. Please add additional narrative that discusses any high crash locations (vehicle, pedestrian and bicycle) along these adjacent roadways. Response: Further discussion summarizing study area crash data has been added to the report. All crash maps have been included in Appendix B. CGA 10/12/17 Response: Addressed. Please consider bicycle and pedestrian safety improvements along the adjacent road segments to the development as outlined in the South Miami Intermodal Transportation Plan (SMIT) dated January 2015. This includes the following:  Neighborhood Greenway and bicycle lanes along SW 70th Street  Bicycle Infrastructure along Sunset Drive and 57th Avenue/Road Road  Neighborhood Greenway along SW 58th Avenue 7 | Page     Crosswalk Improvements at the intersection of US-1 and SW 70th Street/SW 58th Avenue and US-1 and SW 57th Avenue/Red Road. Response: Applicant shall ensure compatibility of the Project with the City’s adopted South Miami Intermodal Transportation (SMIT) Plan. Specifically, the Applicant shall ensure that the Project is designed to be compatible with and integrate into the Neighborhood Greenway along SW 70th Street and SW 58th Avenue, bicycle Infrastructure along Sunset Drive and 57th Avenue/Road, and crosswalk improvements at the intersection of US-1 and SW 70th Street/SW 58th Avenue and US-1 and SW 57th Avenue (Red Road). 17. In the traffic circulation section of the TIS (Section 5.0) reference is made to there being a midblock crosswalk along SW 58th Avenue near the garage. There are no pedestrian crossing signage or rectangular rapid flashing beacons per MUTCD installed at this location (similar to the existing crosswalk located along Sunset Drive and SW 57th Court). There are deficiencies in the exiting transportation infrastructure along these adjacent road segments liked this that need to be addressed as part of this project. Response: Text has been added to address this issue. CGA Response: Addressed 18. Please include narrative in the TIS that discusses traffic impact on the adjacent road network related to the schools in the area (Ponce De Leon Middle School, Sunset Elementary School, International Studies Preparatory Academy and South Miami Middle School, etc.). Response: Text has been added to the TIS Section 5.1 that provides a discussion about schools in the area. Miami-Dade County Public Schools documentation has been included in Appendix G. CGA Response: Addressed 19. Please provide a detailed queuing analysis for the proposed hotel and residential use valet. Please provide traffic operational details regarding the processing time for retrieval of vehicles particularly related to parking lifts and/or tandem spaces as described in the design concept exhibits and project narrative supplemental documents. This should be for the San Remo access driveway and the US-1 access driveway. Response: A queuing analysis has been completed at the proposed valet drop-off / pick-up area for the hotel/ residential component of the project (see section 6.0). CGA Response: Please provide an exhibit for each of the valet scenarios that shows the distances for valet, etc. (from parked car to valet processing location). Response: Valet circulation exhibits have been added to Appendix H. CGA Response: Addressed 8 | Page    20. Please provide a narrative in the TIS with detail regarding proposed bus stop transit improvements along each of the adjacent road segments for the existing Miami-Dade Transit routes and Rail lines. Response: The TIP was reviewed. No programed transit improvements were found within the study area. Text has been added to section 3.0. CGA Response: Addressed 21. Plan Sheet A-1 of the Design Concept Exhibits depict the Hotel Drop Off, Loading Zone and On-Street Parking along the west side frontage of Red Road. Please provide narrative on how the traffic operations at these locations will not create conflict points, access management issues and safety concerns in combination with all of the side street intersections including Madruga Avenue, Venera Avenue, San Remo Avenue and San Ignacio Avenue. Response: The valet drop-off / pick- up area as proposed is internal to the site. The proposed loading zone is located on the west side of SW 57th Avenue just north of Sunset Drive, in close proximity to the existing loading zone. The proposed on-street parking along the west side of SW 57th Avenue will operate as does the existing on-street parking on the east side of the roadway. The side streets are either stop controlled or signalized intersections. Vehicles completing a parking maneuver will need to yield to oncoming traffic. CGA Response: Addressed 22. Page 2 of the parking study indicates that the parking occupancy analysis was conducted for two Saturdays in January and two Saturdays in June. The parking study later references in multiple locations that the parking utilization data is for January and July. Please clarify the narrative for consistency. Response: The Parking Study letter dated August 28, 2017 does not have any reference to June. CGA Response: Addressed 23. Please update the parking study Exhibit 2 to include a column that provides the parking rate used to calculate the required parking. Also, based on the provided parking calculations, there is a surplus of 225 parking spaces. This is after the TOD credit has been applied as well as the newly created District parking rates. Please confirm if the new parking rates should be revised to lower the proposed surplus of parking spaces? Response: A column showing the parking rate used to calculate the required parking has been added to Exhibit 2 of the Parking Study. The project is now projecting to have a surplus of 207 parking spaces.     w:\16\16120\1_reponce to comments_october 2017\response to city comments.3.docx 9 | Page    Additional Planning Comments (September 28, 2017) 1. A shared parking study has not been submitted. Response: A parking study has been submitted. 2. Valet Operations Study has been submitted. Response: Comment noted. 3. The original Traffic Study square footage on page iii does not match Exhibit 2 – Parking Analysis Response: Please note that Exhibit 2 of the Parking Analysis shows the parking calculations and reflects the square footage already multiplied by 95% occupancy for the facility (440,149 SF * 0.95 = 418,142 SF). Furthermore the total retail square footage shown on Exhibit 2 includes the theater, while the traffic study (page iii) reflects the retail square footage without the theater (440,149 SF – 93,262 SF = 346, 840 SF). 4. August 28, 2017 submittal letter states that the theater is 93,262 sq. ft whereas original study Exhibit 2 shows 86,599 sq. ft. Provide correct sq. ft. Response: Please note that Exhibit 2 shows the parking calculations and reflects the square footage already multiplied by 95% (93,262 SF * 0.95 = 86,599 SF). 5. Letter states that a 20% parking reduction is being applied for utilizing allowances under the “Hometown Overlay”. A request is being sought to remove the site from the Overlay. Revise to refer to proposed 20% reduction found under Section 20-12.12(D). Response: Parking Study letter has been revised to reference Section 20-12.12(D). 6. Letter states that 2,369 spaces are proposed, whereas legend states 2,400 spaces. Response: The text correctly states that the project is proposing a total of 2,369 parking spaces. As shown in Exhibit 2 the 2,400 parking spaces were adjusted for loss of space from new elevators and proposed parking gates. Prepared By: David Plummer & Associates Prepared For: Grass River Properties Prepared In: October 2017 DPA Job #: 16120 DAVID PLUMMER & ASSOCIATES | Project No. 16120 | October 2017 Sunset Place Traffic Study Page i Table of Contents EXECUTIVE SUMMARY ........................................................................................................... iii  1.0 INTRODUCTION .................................................................................................................. 1  1.1 Project Background ........................................................................................................ 1  1.2 Study Objective .............................................................................................................. 2  2.0 DATA COLLECTION .......................................................................................................... 5  2.1 Roadway Characteristics .............................................................................................. 5  2.2 Traffic Counts .................................................................................................................. 6  2.3 Intersection Data ............................................................................................................ 6  2.4 Intersection Capacity Analysis ..................................................................................... 9  3.0 PLANNED AND PROGRAMED ROADWAY IMPROVEMENTS .............................. 11  4.0 FUTURE TRAFFIC CONDITIONS .................................................................................. 12  4.1 Background Traffic and Committed Developments ................................................ 12  4.2 Future without Project Intersection Capacity Analysis ........................................... 13  4.3 Project Trip Generation ............................................................................................... 16  4.4 Project Trip Assignment .............................................................................................. 20  4.5 Future with Project Intersection Capacity Analysis ................................................. 22  5.0 SITE CIRCULATION ....................................................................................................... 26  5.1 Study Area Safety Review .......................................................................................... 28  5.2 Schools in Proximity to Sunset Place ....................................................................... 31  6.0 QUEUING ANALYSIS ........................................................................................................ 33  7.0 CONCLUSIONS ................................................................................................................. 40 Appendix A: Site Plan Appendix B: Data Collection Appendix C: Intersection Capacity Analysis Worksheets Appendix D: Committed Development Information Appendix E: Project Trip Generation Appendix F: Transit Documentation Appendix G: Schools Documentation Appendix H: Queuing Documentation Sunset Place Traffic Study Page ii LIST OF EXHIBITS Exhibit 1: Location Map .................................................................................................................. 3  Exhibit 2: Existing Lane Configurations ......................................................................................... 7  Exhibit 3: Existing AM and PM Peak Hour Traffic Volumes ........................................................ 8  Exhibit 4: Existing Intersection Capacity Analysis ....................................................................... 10  Exhibit 5: Committed Development Trip Generation ................................................................... 13  Exhibit 6: Future without Project Intersection Capacity Analysis ................................................ 14  Exhibit 7: Future without Project AM and PM Peak Hour Traffic Volumes ................................ 15  Exhibit 8: Project Trip Generation Summary ................................................................................ 18  Exhibit 9: Existing Trip Generation Summary .............................................................................. 19  Exhibit 10: Cardinal Distribution .................................................................................................. 20  Exhibit 11: Project Trip Distribution ............................................................................................. 21  Exhibit 12: Future with Project AM and PM Peak Hour Volumes ............................................... 23  Exhibit 13: Future with Project Intersection Capacity Analysis ................................................... 24  Exhibit 14: Weekend AM and PM Peak Hour Condition ............................................................. 25  Exhibit 15: Existing Available Transit .......................................................................................... 28  Exhibit 16: Circulation Plan - Mobility ......................................................................................... 29  Exhibit 17: Circulation Plan - Bus Routes .................................................................................... 30  Exhibit 18: School in Proximity to Sunset Place ........................................................................... 32  Exhibit 19: Sunset Place Hotel / Resident Trip Generation - PM Peak Hour ............................... 33  Exhibit 20A - Exhibit 240E: Valet Processing Rate ..................................................................... 36  Exhibit 21: Sunset Place Hotel Residential Drop-Off / Pick-Up .................................................. 39  Sunset Place Traffic Study Page iii EXECUTIVE SUMMARY The Shops at Sunset Place (the “Shops”) is a primarily retail development that is located at 5701 Sunset Drive within the City of South Miami (the “City”), which currently consists of 430,918 SF of retail space, 15,000 SF of office space, a 4,000 seat theater, and 40 condo/residential units. The Owner of the Shops proposes to transform the existing shopping center into a lively mixed-use, urban district featuring the addition of a substantial residential component, a hotel, restaurants, rooftop uses, cafes, retail, and a series of outdoor planted “living rooms” accessible for community gathering and suitable for hosting community events (the “Project”). The existing and proposed development plans are summarized below: Land Use Retail Office Theater Condominium Apartment Hotel Existing Development 430,918 SF 15,000 SF 4,000 Seats 40 DUs - - Proposed Development 346,887 SF 32,840 SF 4,000 Seats 40 DUs 414 DUs 182 Rooms An assessment of the traffic impacts associated with the Project was performed in accordance with the requirements of the City. It should be noted that the City, in its entirety, is located within Miami-Dade County’s Urban Infill Area, which is designated a Transportation Concurrency Exception Area (“TCEA”). A TCEA is a legislative statement designed to promote infill development and redevelopment. The result of the analysis shows that the following intersections are currently operating and projected to operate within the City’s adopted LOS standard during the morning and afternoon peak hours: Red Road / US-1 Red Road / Madruga Avenue Red Road / San Remo Avenue Sunset Place Traffic Study Page iv  Red Road / San Ignacio Avenue  Red Road / Sunset Drive  SW 58th Avenue / Sunset Drive  SW 58th Avenue / SW 70th Street / US-1  Sunset Place Driveway / US-1  SW 58th Avenue / SW 71st Street / Sunset Place Driveway To summarize the findings detailed in this report, the Project will have the following positive impacts on the City, the community, and the adjacent roadway network:  Provides a redevelopment plan that will be a true mixed-use project;  Internalizes vehicular trips resulting in no increase in external traffic impacts during the PM peak hour, which is the critical analysis hour in Miami-Dade County;  Proposes a residential component designed to cater to millennials who are tending to choose modes of transportation other than single occupancy vehicle; and,  Provides a strong emphasis on pedestrian activity and connectivity by providing expanded sidewalks along the site and various public spaces adjacent to roadway creating pedestrian access points. As part of the study, the mobility and circulation within the study area was evaluated. The study shows that the Project area is currently served by various Miami-Dade Transit bus routes and is within walking distance (approximately one-tenth of a mile) to the South Miami Metrorail Station. The Project is located in an area that is conducive for pedestrian and bicycle activities, providing ample sidewalks and crosswalks. The project is proposing to upgrade the existing midblock pedestrian crosswalk located south of the parking garage entrance on SW 58th Avenue. The upgrades will include high-visibility markings with a ladder design and an in-street yield signs (R1-6) to make the crosswalk more visible, increase driver yielding, and improve pedestrian safety. Furthermore, a valet circulation assessment and queuing analysis was performed. The results show that with 6 valet attendants, there is no anticipated queue at the drop-off/pick-up area during the peak hour. Sunset Place Traffic Study Page 1 1.0 INTRODUCTION 1.1 Project Background The Project consists of two phases. Phase I includes exterior facade improvements, upgrading public spaces, demolition of interior features, demolition of existing retail space, and its replacement, in part, with new retail space. As part of Phase I, two new floors will be added to the existing parking garage, providing a total of 2,168 parking spaces. A new public square is proposed at the southwest corner of the San Remo Avenue Red Road intersection. Phase II includes the demolition of the northeast corner of the site (known as The Gateway) and the addition of two residential buildings totaling up to 414 dwelling units and a third building containing up to 182-room hotel. This phase also proposes an underground parking resource to serve the new residential and hotel component, providing an additional 216 parking spaces. After Phase II, there will be 2,384 on-site parking spaces, which is an increase of 694 parking spaces compared to the existing conditions. The gateway plaza provides new public space connecting to the expanded sidewalk along US-1 and around the southwest corner of the US-1/ Red Road intersection. Access to and from the site will be provided via the three existing driveways. A two-way driveway accessing US-1 will remain. The current outbound-only driveway accessing Red Road at San Remo Avenue (west leg of the signalized intersection) is proposed to be reconfigured as a two-way, full- access driveway and will be realigned with San Remo Avenue. Both of these driveways will provide access to the existing parking garage and to the proposed residential/hotel parking level. Access to the existing parking garage on SW 58th Avenue will remain the same and consist of a two-lane inbound driveway and a two-lane outbound driveway. See Appendix A for site plan. Sunset Place Traffic Study Page 2 1.2 Study Objective The purpose of the study is to provide a traffic analysis that meets the City’s requirements, while recognizing that the project is within the County’s Urban Infill Area and is extremely well served by transit. This study includes vehicular flow, trip generation, and intersection analyses. For the purpose of this traffic study, project buildout is anticipated in 2020. Sunset Place Exhibit 1 Location Map Project Location p.3DAVID PLUMMER & ASSOCIATES | Project No. 16120 US-1 ( S o u t h D i x i e H i g h w a y ) Madr u g a A v e n u e R e d R o a d S W 5 7 t h C o u r t S W 5 8 t h A v e n u e SW 70th Street S W 5 8 t h C o u r t Venera Avenue San Ignacio Avenue Sunset Drive San Remo Avenue Sunset Place Traffic Study Page 4 1.3 Study Area and Methodology A synopsis of the study methodology is as follows:  Traffic Counts (Intersections): Two-hour turning movement counts were collected during the AM (7:30 – 9:30), and PM (4:30 – 6:30) peak hours on September 8, 2016 at the following intersections: o Red Road / US-1 (S) o Red Road / Madruga Avenue (U) o Red Road / San Remo Avenue (S) o Red Road / San Ignacio Avenue (U) o Red Road / Sunset Drive (S) o SW 58th Avenue / Sunset Drive (S) o SW 58th Avenue / SW 70th Street / US-1 (S) o Sunset Place Driveway / US-1 (S) S= Signalized U=Un-signalized  Background Traffic: Average Annual Daily Traffic (AADT) volumes were reviewed to determine the appropriate background growth applicable to this area. This growth rate was applied to existing traffic counts to establish future traffic conditions without project for the anticipated project buildout year.  Committed Developments: Four committed developments in the vicinity of the project site were considered for estimating future traffic volumes in this study: the 5958 Shopping Center, UHealth, Paseo de la Riviera, and the South Miami Office Building. Traffic associated with these projects was considered in the analysis.  Project Traffic: Trip generation for the project was estimated using trip generation information published by the Institute of Transportation Engineers (ITE) publication Trip Generation Manual, 9th Edition. Net new external project traffic was assigned to the adjacent street network using the appropriate cardinal distribution from the Miami-Dade 2040 Long Range Transportation Plan, published by the Metropolitan Planning Organization.  Future Traffic Conditions: Project traffic was combined with projections of future traffic without project. Intersection capacity analyses were performed for this condition. Sunset Place Traffic Study Page 5 2.0 DATA COLLECTION Data collection for this study included roadway characteristics, intersection traffic counts, signal timing, and seasonal adjustment factors. The data collection effort is described in the following sections. 2.1 Roadway Characteristics SW 57th Avenue (Red Road) SW 57th Avenue is a minor arterial that provides north/south access throughout Miami-Dade County. Within the study area, SW 57 Avenue is a two-way, four-lane, divided roadway. On-street parking is provided on the east side of the roadway within the study area. Miami-Dade County has jurisdiction on this roadway. The speed limit is not posted within the study limits; however, if not posted; the city’s speed limit is 30 mph. SW 72nd Street (Sunset Drive) Sunset Drive east of US-1 is county minor arterial. This segment of Sunset Drive is a two-way, two- lane, divided roadway with on-street parallel parking on both sides of the roadway. Miami-Dade County operates and maintains this segment of Sunset. The posted speed limit is 25 mph on the segment of Sunset Drive west of Red Road. US-1 (South Dixie Highway) US-1 is a state principal arterial that provides northeast/southwest access throughout Miami-Dade County. US-1 is a two-way, six-lane, divided roadway. On-street parking is prohibited. FDOT has jurisdiction of this roadway. The posted speed limit is 40 mph. Sunset Place Traffic Study Page 6 2.2 Traffic Counts Vehicle turning movement counts were taken on September 8, 2016 at the study intersections during the AM (7:30 – 9:30), and PM (4:30 – 6:30) peak period. For the SW 58th Avenue and SW 71st Street intersection at the existing parking garage entrance, vehicle turning movement counts were collected on May 17, 2017. The counts were adjusted to reflect average annual daily traffic conditions using the latest peak season conversion factors obtained from FDOT. A peak season conversion factors of 1.03 and 1.01 (Miami-Dade County South) corresponding to the respective dates of the counts were used. Traffic counts are provided in Appendix B. 2.3 Intersection Data Signal timing data was obtained from Miami-Dade County for the signalized intersections analyzed in this study. This information was used for the signal phasing and timing required for the intersection capacity analysis. A field survey was also conducted to obtain the intersection lane configurations to be used in the intersection analysis. Exhibit 2 shows the existing lane configurations at the analyzed intersections. Existing volumes for the peak hours at the intersections analyzed are shown in Exhibit 3. The signal timings are also provided in Appendix B. Sunset Place Exhibit 2 Existing Lane Configurations Project Location p.7DAVID PLUMMER & ASSOCIATES | Project No. 16120 SW 70th Street R e d R o a d R e d R o a d S W 5 8 t h A v e n u e S W 5 7 t h C o u r t S W 5 6 t h A v e n u e S W 5 8 t h C o u r t San Ignacio Avenue San Remo Avenue Venera Avenue Monza Avenue Sunset Drive Madr u g a A v e n u e US-1 US-1 S T O P ST O P ST O P ST O P SW 71th Street Garage Entrance Driveway D r i v e w a y Sunset Place Exhibit 3 Project Location p.8DAVID PLUMMER & ASSOCIATES | Project No. 16120 SW 70th Street Driveway D r i v e w a y R e d R o a d R e d R o a d S W 5 8 t h A v e n u e S W 5 7 t h C o u r t S W 5 6 t h A v e n u e S W 5 8 t h C o u r t San Ignacio Avenue San Remo Avenue Venera Avenue Monza Avenue Sunset Drive Madr u g a A v e n u e Existing AM & PM Peak Hour Traffic Volumes 7 ( 3 8 ) 30 ( 1 1 6 ) 44 ( 4 8 ) 74 ( 1 3 3 ) 7 (18) 1 (9) 24 (46) 68 ( 6 7 ) 54 7 ( 3 2 4 ) 13 6 ( 1 3 8 ) 36 ( 4 2 ) 48 ( 6 4 ) 30 ( 3 3 ) 134 (114) 387 (321) 32 (46) 32 (2 4 ) 3145 ( 2 2 3 4 ) 3251 ( 2 3 9 1 ) 47 (5 5 ) 5 ( 1 2 ) 60 8 ( 4 3 4 ) 13 4 ( 7 7 ) 72 0 ( 5 1 0 ) 90 ( 5 4 ) 150 (109) 250 (248) 32 (49) 44 1 ( 4 8 4 ) 12 5 ( 9 5 ) 80 (99) 304 (291) 39 (37) 14 ( 4 4 ) 11 ( 4 4 ) 3 ( 2 3 ) 11 8 ( 2 4 1 ) 33 1 ( 5 2 6 ) 11 2 ( 7 3 ) 95 (71) 264 (177) 165 (160) 13 0 ( 3 0 7 ) 55 9 ( 3 9 8 ) 62 (105) 48 (212) 39 (53) 24 (119) 55 7 ( 7 0 6 ) 96 ( 3 4 ) 53 9 ( 4 6 7 ) 17 5 ( 7 5 ) 79 (6 5 ) 1883 ( 2 1 5 8 ) 106 ( 8 5 ) 274 ( 1 5 9 ) 2893 ( 2 1 4 3 ) 131 ( 9 6 ) Re d R o a d Venera Ave. Madr u g a A v e . 46 (1 0 2 ) 65 (6 7 ) 50 5 ( 4 6 0 ) 13 9 ( 7 8 ) 65 5 ( 4 6 7 ) 13 9 ( 1 0 9 ) 5 4 ( 1 1 5 ) 3 5 7 ( 3 4 5 ) 119 ( 3 8 ) 1850 ( 2 4 0 3 ) 1969 ( 2 4 4 1 ) 42 (3 1 ) 00 AM Peak Hour (00) PM Peak Hour US-1 US-1 SW 71th Street Garage Entrance 1 (10) 22 (30) 16 (20) 8 ( 1 2 ) 13 6 ( 1 8 2 ) 12 2 ( 1 0 1 ) 25 (102) 0 (6) 15 (61) 0 ( 0 ) 6 ( 3 ) 0 ( 0 ) Sunset Place Traffic Study Page 9 2.4 Intersection Capacity Analysis Synchro software was used to perform intersection capacity analyses for the analyzed intersections. Synchro is a macroscopic analysis and optimization software application that implements the Intersection Capacity Utilization method for determining intersection capacity. Exhibit 4 shows the resulting LOS for existing conditions during morning and afternoon peak hour. The results show that all intersections operate within the city’s LOS standards. Analysis worksheets are included in Appendix C. Notably, the City is entirely located within Miami-Dade County’s Urban Infill Area which is designated a Transportation Concurrency Exception Area in order to promote development. Sunset Place Traffic Study Page 10 Exhibit 4: Existing Intersection Capacity Analysis Weekday AM and PM Peak Hour Condition Intersection Signalized/ Unsignalized AM Peak PM Peak LOS Standard3 LOS Delay (seconds) LOS Delay (seconds) Red Road / US-1 S D 42.9 D 46.2 D + 50% Red Road / Madruga Avenue U E1 40.6 C1 22.2 F Red Road / San Remo Avenue S B 10.9 D 41.4 F Red Road / San Ignacio Avenue U D2 26.2 E2 44.7 F Red Road / Sunset Drive S D 40.6 C 33.7 F SW 58th Avenue / Sunset Drive S A 7.3 B 10.5 F SW 58th Avenue / SW 70th Street / US-1 S C 30.2 D 44.0 D + 50% Sunset Place Driveway / US-1 S A 0.9 A 1.2 D + 50% Sunset Place Driveway / SW 58th Avenue / SW 71st Street U B2 10.2 B2 11.0 D + 50% (1) SWB Approach Source: David Plummer & Associates (2) WB Approach (3) LOS Standard per the city of South Miami Comprehensive Plan Transportation Element Sunset Place Traffic Study Page 11 3.0 PLANNED AND PROGRAMED ROADWAY IMPROVEMENTS The 2016 Miami-Dade County Transportation Improvement Program (TIP) and the 2040 Long Range Transportation Program were reviewed to identify programmed or planned projects within the limits of the study area established. These documents show no officially programmed or planned capacity improvement projects within the study area. These documents were also reviewed for programmed transit improvements, however none were found within the study area. It should be noted that FDOT is currently conducting a corridor study along US-1. The Study fact sheet is included in Appendix D and a summary of the corridor study is provided below: FIN 434845-1-22-01 Corridor Study US- 1 from SW 152 Street/Coral Reef Drive to Interstate 95 The corridor study will analyze existing conditions to identify recurring congestion locations and evaluate multimodal transportation improvement needs based on future travel demand As a final product, the study will identify conceptual improvements for congested locations along the SR 5/US 1 corridor. The corridor study schedule consists of studying existing conditions (May 2016 – April 2017), developing alternatives (May 2017 – Dec 2017) and final recommendation (Oct 2017 – Feb 2018). A representatives from Sunset Place is an active member of the Corridor Study Public Advisory Team (PAT). The project is committed to continue coordinating with FDOT. Sunset Place Traffic Study Page 12 4.0 FUTURE TRAFFIC CONDITIONS 4.1 Background Traffic and Committed Developments Average Daily Traffic counts published by the Miami-Dade Public Works Department and the FDOT were reviewed to determine historic growth in the area. This analysis indicated that traffic has decreased in the past years. However, a conservative 0.5% annual growth rate was used for the study. Historic growth rate documentation is included in Appendix B. Five committed developments in the vicinity of the project site were considered for estimating future traffic volumes in this study: the 5958 Shopping Center, UHealth, Paseo de la Riviera, the South Miami Office Building, and Treo Somi Station. Exhibit 5 provides a tabulation of the AM and PM peak hour trips generated by the committed development, along with the approved land uses. Committed development information is included in Appendix D. Sunset Place Traffic Study Page 13 Exhibit 5: Committed Development Trip Generation Project * ITE Land Use Size/Units AM Peak Hour Vehicle Trips PM Peak Hour Vehicle Trips In Out Total In Out Total 5958 Shopping Center General Office (Land Use 710) 3,250 SF 4 1 5 1 4 5 Specialty Retail (Land Use 826) 7,342 SF 0 0 0 9 11 20 High Turnover Restaurant (Land Use 932) 1,924 SF 11 10 21 11 8 19 UHealth Gables Medical Offices/ Surgery/ Imaging (Land Use 720) 114,580 SF216 58 274 92 237 329 Clinic (Land Use 630) 74,825 SF 255 68 323 105 283 388 Paseo de la Riviera Apartments (Land Use 223) 236 DU 21 50 71 54 38 92 Hotel (Land Use 310) 252 Rooms78 56 134 78 73 151 Restaurant (Land Use 931) 4,380 SF 0 0 0 22 11 33 Specialty Retail (Land Use 826) 14,094 SF 0 0 0 17 21 38 South Miami Office Building Medical Offices (Land Use 720) 39,314 SF 74 20 94 39 101 140 Specialty Retail (Land Use 826) 11,224 SF 0 0 0 13 17 30 Treo Somi Station General Office (Land Use 710) 193,250 SF284 38 322 46 243 289 Student Housing (Calculated) 102 DU 3 5 8 9 5 14 Shopping Center (Land Use 820) 26,000 SF 31 31 62 71 79 150 * Gross vehicle trip ends. Appendix D reflects adjustments for existing land uses, pass-by, internal, and transit trips. 4.2 Future without Project Intersection Capacity Analysis Future without project conditions were obtained by adding background traffic with committed development trips. Exhibit 6 shows the resulting LOS for the morning and afternoon peak condition for future without project. Exhibit 7 shows the projected turning movements for future without project Sunset Place Traffic Study Page 14 traffic. The results of the analysis show that all intersections continue to operate within the City’s adopted LOS standards. Capacity worksheets are included in Appendix C. Exhibit 6: Future without Project Intersection Capacity Analysis Weekday AM and PM Peak Hour Condition Intersection Signalized/ Unsignalized AM Peak PM Peak LOS Standard3 LOS Delay (seconds) LOS Delay (seconds) Red Road / US-1 S D 41.9 D 53.3 D + 50% Red Road / Madruga Avenue U F1 53.5 C1 21.9 F Red Road / San Remo Avenue S B 10.7 D 40.3 F Red Road / San Ignacio Avenue U D2 30.3 F2 62.1 F Red Road / Sunset Drive S D 46.2 D 35.7 F SW 58th Avenue / Sunset Drive S A 7.2 B 10.2 F SW 58th Avenue / SW 70th Street / US-1 S C 33.5 D 54.3 D + 50% Sunset Place Driveway / US-1 S A 0.9 A 0.9 D + 50% Sunset Place Driveway / SW 58th Avenue / SW 71st Street U B2 10.3 B2 11.1 D + 50% (1) SWB Approach Source: David Plummer & Associates (2) WB Approach (3) LOS Standard per the city of South Miami Comprehensive Plan Transportation Element Sunset Place Exhibit 7 Project Location p.15DAVID PLUMMER & ASSOCIATES | Project No. 16120 Future Without Project AM & PM Peak Hour Traffic Volumes SW 70th Street Driveway D r i v e w a y SW 71th Street Garage Entrance R e d R o a d R e d R o a d S W 5 8 t h A v e n u e S W 5 7 t h C o u r t S W 5 6 t h A v e n u e S W 5 8 t h C o u r t San Ignacio Avenue San Remo Avenue Venera Avenue Monza Avenue Sunset Drive Madr u g a A v e n u e 7 ( 3 9 ) 31 ( 1 1 8 ) 45 ( 4 9 ) 75 ( 1 3 6 ) 7 (18) 1 (9) 24 (47) 74 ( 7 2 ) 58 7 ( 3 4 7 ) 13 9 ( 1 4 1 ) 37 ( 4 3 ) 49 ( 6 5 ) 31 ( 3 4 ) 137 (116) 416 (367) 33 (47) 1 (10) 22 (30) 16 (20) 33 (2 4 ) 3305 ( 2 3 5 2 ) 3423 ( 2 5 2 6 ) 48 (5 6 ) 5 ( 1 2 ) 67 4 ( 4 7 5 ) 13 7 ( 7 9 ) 78 9 ( 5 5 2 ) 92 ( 5 5 ) 169 (122) 259 (274) 47 (58) 49 5 ( 5 1 3 ) 13 6 ( 1 0 9 ) 82 (101) 341 (322) 40 (38) 14 ( 4 5 ) 11 ( 4 5 ) 3 ( 2 3 ) 12 6 ( 2 6 1 ) 35 0 ( 5 7 6 ) 11 8 ( 8 5 ) 106 (78) 290 (187) 168 (163) 8 ( 1 2 ) 13 9 ( 1 8 2 ) 12 4 ( 1 0 1 ) 26 (102) 0 (6) 15 (61) 0 ( 0 ) 6 ( 3 ) 0 ( 0 ) 15 8 ( 3 4 9 ) 57 0 ( 4 0 6 ) 63 (107) 49 (216) 40 (54) 24 (121) 59 0 ( 7 8 5 ) 98 ( 3 5 ) 57 2 ( 5 4 1 ) 17 9 ( 7 7 ) 81 (6 6 ) 1972 ( 2 2 6 9 ) 129 ( 1 4 6 ) 328 ( 1 9 9 ) 3009 ( 2 2 7 1 ) 135 ( 1 0 3 ) 5 5 ( 1 1 7 ) 3 7 4 ( 4 0 4 ) 173 ( 5 8 ) 1943 ( 2 5 7 2 ) 2116 ( 2 6 3 0 ) 43 (3 2 ) 00 AM Peak Hour (00) PM Peak Hour Re d R o a d Venera Ave. Madr u g a A v e . 47 (1 0 4 ) 66 (6 8 ) 56 9 ( 5 0 1 ) 14 2 ( 8 0 ) 69 0 ( 5 4 1 ) 14 2 ( 1 1 1 ) US-1 US-1 Sunset Place Traffic Study Page 16 4.3 Project Trip Generation Trip generation for the proposed project was estimated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. This manual provides gross trip generation rates and/or equations by land use type. These rates and equations estimate vehicle trip ends at a free-standing site’s driveways. See Appendix E for project trip generation worksheets. The proposed development plan will be a true mixed-use development that incorporates the shopping center, the theater, a hotel, office and residential land uses, which can satisfy the work trip, dining, and retail needs for some residents, employees, and visitors without making a trip off-site. An internalization matrix was developed to establish the appropriate number of internal project trip. The ITE Trip Generation Handbook, 3rd Edition, provides internal capture rates for the AM and PM peak hours. Internal capture rates used are also included in Appendix E. ITE research shows that a certain percent of retail trips are “pass-by” trips. These are described as trips “attracted from the traffic passing the site on an adjacent street.” These are not new trips, but trips already using the existing roadway network that stop at the proposed use and go back to their original path. Pass-by trips for this use were established based on guidelines provided in ITE’s Trip Generation Handbook, 3rd Edition. The average pass-by rate published by ITE for Shopping Center and the existing volume of the adjacent street were used to establish the pass-by component. Although ITE only provides data for the PM peak hour, the shopping center will attract patrons from the adjacent traffic flow throughout the day. Therefore, the ratio of pass-by was proportioned to the AM and PM peak hour trips for this use. The US Census Bureau provides data on other means of transportation. Census survey data shows a 14.5% use of other modes of transportation (6.2% public transportation, 3.8% walking, 4.5% bicycling) throughout the city of South Miami (see Appendix E). As previously mentioned, the project site is located in an area where pedestrian activity is common between the existing site and Sunset Place Traffic Study Page 17 surrounding properties. This area is also serviced by Miami-Dade transit bus routes (see Section 5.0 of this report for site circulation including details on pedestrian access and available transit). The South Miami Metrorail Station is within walking distance. The proposed site development has a strong emphasis on pedestrian activity and connectivity. The residential component is designed to cater to millennials who are tending to choose modes of transportation other than single occupancy vehicle trips. Millennials also tend to participate in ridesharing programs. Therefore, the 14.5% reduction factor used in the study to account for other modes of transportation is a reasonable assumption. The project trip generation summary is provided in Exhibit 8. The existing land uses trip generation and the net new external trip summary is provided in Exhibit 9. The results of the trip generation analysis show an increase in the trips generated by the site during the morning peak hour. This is due to the residential and office components being added to the project. That said, the residential component generates an off-setting reduction in the afternoon peak hour when compared with the existing trip generation. The reduction in trips in the afternoon is the result of the proposed mix of land uses which allows for greater interaction between the hotel/residential/office uses and the retail component. This internalization of trips will reduce the project impacts on the adjacent street network during the PM peak hour, which is the critical analysis hour in Miami-Dade County. Even though there is an overall 2% reduction in trips in the PM peak hour, for a conservative analysis the study did not consider the reduction in trips. Sunset Place Traffic Study Page 18 Exhibit 8: Project Trip Generation Summary Proposed ITE Land Use Designation1 Size/Units AM Peak Hour Vehicle Trips PM Peak Hour Vehicle Trips In Out Total In Out Total Shopping Center LU 820 346,887 SF 206 127 333 662 717 1,379 ܮ݊ሺܶሻൌ0.61ܮ݊ሺݔሻ൅2.24 ܮ݊ሺܶሻ ൌ0.67ܮ݊ሺݔሻ൅3.31 Multiplex Movie Theater LU 445 4,000 Seats 0 0 0 115 205 320 - ܴܽݐ݁ൌ 0.08ܶݎ݅݌ݏ ܵ݁ܽݐ Residential Condominium LU 230 40 DUs 4 21 25 19 9 28 ܮ݊ሺܶሻൌ0.8ܮ݊ሺݔሻ൅0.26 ܮ݊ሺܶሻ ൌ0.82ܮ݊ሺݔሻ൅0.32 Residential Apartments LU 220 414 DUs 41 166 207 159 86 245 ܶൌ0.49ሺݔሻ൅3.73 ܶൌ0.55 ሺݔሻ൅17.65 Hotel LU 310 182 Rooms 57 39 96 56 53 109 ܴܽݐ݁ൌ 0.53ܶݎ݅݌ݏ ܴ݋݋݉ ܴܽݐ݁ൌ 0.60ܶݎ݅݌ݏ ܴ݋݋݉ Office LU 710 32,840 SF 70 9 79 20 95 115 ܶൌ0.80ሺݔሻ൅1.57 ܶൌ1.12 ሺݔሻ൅78.45 Subtotal Gross Trips 378 362 740 1,031 1,165 2,196 Internalization2 AM 5.2% PM 23.8% -19 -19 -38 -261 -261 -522 Pass by (Shopping Center) AM 8 % PM 34%-13 -13 -26 -194 -194 -388 Pedestrian / Transit3 14.5% -50 -47 -97 -84 -102 -186 Net External Trips (Proposed) 296 283 579 492 608 1,100 1 Based on ITE Trip Generation Manual, 9th Edition Source: David Plummer & Associates 2 Based on ITE Trip Generation Manual User’s Guide and Handbook, Ninth Edition, 3 Based on data published by the US Census Bureau for the city of South Miami Sunset Place Traffic Study Page 19 Exhibit 9: Existing Trip Generation Summary Existing ITE Land Use Designation1 Size/Units AM Peak Hour Vehicle Trips PM Peak Hour Vehicle Trips In Out Total In Out Total Shopping Center LU 820 430,918 SF 236 144 380 765 829 1,594 ܮ݊ሺܶሻൌ0.61ܮ݊ሺݔሻ൅2.24 ܮ݊ሺܶሻ ൌ0.67ܮ݊ሺݔሻ൅3.31 General Office LU 710 15,000 SF 20 3 23 4 18 22 ܮ݊ሺܶሻൌ0.8ܮ݊ሺݔሻ൅1.57 ܶൌ1.12ሺݔሻ൅78.45 Multiplex Movie Theater LU 445 4,000 Seats 0 0 0 115 205 320 - ܴܽݐ݁ൌ 0.08ܶݎ݅݌ݏ ܵ݁ܽݐ Residential Condominium LU 230 40 DUs 4 21 25 19 9 28 ܮ݊ሺܶሻൌ0.8ܮ݊ሺݔሻ൅0.26 ܮ݊ሺܶሻ ൌ0.82ܮ݊ሺݔሻ൅0.32 Subtotal Gross Trips 260 168 428 903 1,061 1,964 Internalization2 AM 0.9% PM 8.1% -2 -2 -4 -80 -80 -160 Pass by (Shopping Center) AM 8% PM 34%-16 -16 -32 -258 -258 -516 Pedestrian / Transit 3 14.5% -35 -21 -56 -82 -104 -186 Net External Trips (Proposed) 207 129 336 483 619 1,102 AM Peak Hour Vehicle Trips PM Peak Hour Vehicle Trips In Out Total In Out Total Proposed Land Uses 296 283 579 492 608 1,100 Existing Land Uses -207 -129 -336 -483 -619 -1,102 Net New External Trips 89 160 243 9 -11 -2 1 Based on ITE Trip Generation Manual, 9th Edition Source: David Plummer & Associates 2 Based on ITE Trip Generation Manual User’s Guide and Handbook, Ninth Edition, 3 Based on data published by the US Census Bureau for the city of South Miami Sunset Place Traffic Study Page 20 4.4 Project Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 1119 shown in Exhibit 10. The Cardinal Distribution gives a generalized distribution of trips from a TAZ to other parts of Miami-Dade County. The distribution can be summarized as follows: 32.30% to the north, 20.97% to the south, 13.60% to the east, and 33.17% to the west. For estimating trip distribution for the project traffic, consideration was given to conditions such as the roadway network accessed by the project traffic, roadways available to travel in the desired direction, and attractiveness of traveling on a specific roadway. It should be noted that the currently outbound-only driveway accessing Red Road at San Remo Avenue (west leg of the signalized intersection) is proposed as a two-way, full-access driveway and will be realigned with San Remo Avenue. Project trip distribution for the proposed project is shown in Exhibit 11. Exhibit 10: Cardinal Distribution (TAZ 1119) Direction Distribution NNE 18.63% ENE 12.03% ESE 1.57% SSE 1.67% SSW 19.30% WSW 22.90% WNW 10.27% NNW 13.67% Total 100.00% Source: Miami-Dade Long Range Transportation Plan Sunset Place Exhibit 11 Project Trip Distribution Project Location p.21DAVID PLUMMER & ASSOCIATES | Project No. 16120 SW 70th Street SW 71th Street D r i v e w a y Driveway R e d R o a d R e d R o a d S W 5 8 t h A v e n u e S W 5 7 t h C o u r t S W 5 6 t h A v e n u e S W 5 8 t h C o u r t San Ignacio Avenue San Remo Avenue Venera Avenue Monza Avenue Sunset Drive Madr u g a A v e n u e 2 0 % 20 % 8% 3% 2%8%3%3% 5% 11% 19% 15 % 15 % 5% 2% 6% 6% 2% 8% 3% 5% 18% 7%2% 5%7% 15 % 18% 2% 23% 3% % OUT % IN 8% 5% 7% 5% 7% 8% 11% 11% 3% 21 % 7% 12% 3% 15% 5%8%2%5%3%11 % 5% 31% 19% Re d R o a d Venera Ave. Madr u g a A v e . 3% 9%3% 9% Garage Entrance US-1 US-1 Sunset Place Traffic Study Page 22 4.5 Future with Project Intersection Capacity Analysis The trip assignments in the previous section, traffic projections for the Project, committed developments and background growth were combined to obtain future traffic with Project at the analyzed intersections. Exhibit 12 shows the projected turning movement volumes for future with project. Exhibit 13 shows the resulting LOS for the morning and afternoon peak hour condition for future with project. The results of the analysis shows that all intersections analyzed are projected to operate within the city’s LOS standard during the morning and afternoon peak hours. Capacity worksheets are included in Appendix C. Exhibit 14 shows the projected 95th percentile queue at all the left turn lanes for AM and PM peak period conditions. 1 (10) 22 (30) 16 (20) 8 ( 1 2 ) 13 9 ( 1 8 2 ) 12 4 ( 1 0 1 ) 26 (102) 0 (6) 15 (61) Sunset Place Exhibit 12 Project Location p.23DAVID PLUMMER & ASSOCIATES | Project No. 16120 Future With Project AM & PM Peak Hour Traffic Volumes 00 AM Peak Hour (00) PM Peak Hour SW 70th Street D r i v e w a y R e d R o a d R e d R o a d S W 5 8 t h A v e n u e S W 5 7 t h C o u r t S W 5 6 t h A v e n u e S W 5 8 t h C o u r t San Ignacio Avenue San Remo Avenue Venera Avenue Monza Avenue Sunset Drive Madr u g a A v e n u e 6 1 ( 1 7 6 ) 69 ( 1 7 8 ) 57 ( 4 9 ) 52 ( 2 7 ) 36 (100) 8 (18) 44 (117) 59 ( 6 3 ) 61 1 ( 3 8 8 ) 13 9 ( 1 4 1 ) 37 ( 4 3 ) 52 ( 2 0 ) 31 ( 3 4 ) 133 (50) 431 (393) 33 (47) 33 (2 4 ) 3315 ( 2 3 8 1 ) 3396 ( 2 3 9 6 ) 65 (1 5 9 ) 5 ( 1 2 ) 47 ( 1 0 8 ) 67 2 ( 4 4 5 ) 13 7 ( 7 9 ) 83 3 ( 6 3 1 ) 92 ( 5 5 ) 184 (136) 274 (297)53 (69) 51 5 ( 5 5 3 ) 13 8 ( 1 2 1 ) 41 (60) 355 (351) 40 (38) 16 ( 3 3 ) 11 ( 2 2 ) 32 ( 6 4 ) 12 7 ( 2 4 3 ) 35 6 ( 6 1 1 ) 11 6 ( 6 2 ) 112 (88) 291 (186) 168 (163) 15 6 ( 3 5 6 ) 58 3 ( 4 0 5 ) 40 (54) 24 (121) 57 1 ( 7 7 8 ) 98 ( 3 5 ) 38 ( 9 4 ) 53 6 ( 4 6 4 ) 17 9 ( 7 7 ) 81 (6 6 ) 2001 ( 2 3 4 2 ) 118 ( 1 0 9 ) 327 ( 1 4 1 ) 3038 ( 2 2 7 6 ) 135 ( 1 0 3 ) 5 5 ( 1 1 7 ) 3 7 7 ( 4 1 8 ) 173 ( 5 8 ) 1943 ( 2 5 7 2 ) 2112 ( 2 5 7 0 ) 76 (1 8 1 ) 63 (107) 9 (16) 43 (202) Re d R o a d Venera Ave. Madr u g a A v e . 47 (1 0 4 ) 69 (7 0 ) 59 5 ( 5 3 6 ) 14 6 ( 8 0 ) 69 2 ( 5 5 5 ) 14 2 ( 1 1 1 ) Driveway US-1 US-1 Garage Entrance SW 71th Street 8 ( 1 2 ) 13 8 ( 1 6 2 ) 73 ( 1 3 0 ) 92 (258) 0 (6) 53 (109) 0 ( 0 ) 21 ( 3 7 ) 0 ( 0 ) Sunset Place Traffic Study Page 24 Exhibit 13: Future with Project Intersection Capacity Analysis Weekday AM and PM Peak Hour Condition Intersection Signalized/ Unsignalized AM Peak PM Peak LOS Standard3 LOS Delay (seconds) LOS Delay (seconds) Red Road / US-1 S D 43.4 D 54.8 D + 50% Red Road / Madruga Avenue U F1 63.1 C1 24.1 F Red Road / San Remo Avenue S B 17.6 D 44.7 F Red Road / San Ignacio Avenue U C2 19.3 D2 28.1 F Red Road / Sunset Drive S D 46.9 D 36.3 F SW 58th Avenue / Sunset Drive S A 8.2 A 9.4 F SW 58th Avenue / SW 70th Street / US-1 S D 35.4 E 59.9 D + 50% Sunset Place Driveway / US-1 S A 1.4 A 4.6 D + 50% Sunset Place Driveway / SW 58th Avenue / SW 71st Street U B2 10.6 B2 12.7 D + 50% (1) SWB Approach Source: David Plummer & Associates (2) WB Approach (3) LOS Standard per the city of South Miami Comprehensive Plan Transportation Element Sunset Place Traffic Study Page 25 Exhibit 14: Weekend AM and PM Peak Hour Condition 95th Percentile Back of Queue Intersection Direction Existing Storage Length 95th Percentile Back of Queue Existing Future without Project Future with Project AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak Red Road / US-1 SBR NEL SWL 4 8 9 17.7 20.8 10.2 43.0 14.0 5.9 20.4 22.6 11.4 46.7 17.0 13.1 31.0 22.4 10.6 52.2 12.1 7.4 Red Road / Madruga Avenue SBL SWL SWR 6 2 2 0.6 2.6 0.3 0.4 1.8 0.5 0.7 3.3 0.3 0.4 1.8 0.6 0.7 3.8 0.3 0.4 2.1 0.6 Red Road / San Remo Avenue NBL SBL EBR WBL WBR - 120 50 60 60 - 28 0 100 49 - 17 35 504 120 - 36 0 101 49 - 15 37 515 124 24 46 - - 40 61 22 - - 87 Red Road / San Ignacio Avenue SBL 4 0.5 0.1 0.5 0.1 0.5 0.1 Red Road / Sunset Drive NBL NBR SBL SBR EBL WBL 3 5 8 5 5 4 2.7 6.2 5.0 0.1 4.2 7.7 3.0 7.3 3.2 0.4 8.2 12.1 2.6 5.6 4.3 0.2 7.3 8.8 2.9 6.8 3.2 0.5 8.3 12.2 2.1 5.8 4.5 0.2 8.6 8.8 2.7 7.1 2.5 0.5 8.9 12.0 SW 58th Avenue / Sunset Drive SBL EBL WBL 2 11 2 0.1 2.0 0.2 1.0 1.7 0.2 0.1 1.2 0.0 0.9 1.1 0.1 1.3 1.2 0.0 2.7 0.4 0.1 SW 58th Avenue / SW 70th Street / US-1 NEL SWR NBL NBR SBL 165 100 50 70 200 20 5 80 44 557 21 0 188 161 700 21 7 82 36 590 21 0 189 164 792 21 6 200 6 592 21 0 302 0 822 Sunset Place Driveway / US-1 NER SWL NWR 100 120 50 1 51 0 2 1 0 1 45 0 3 4 0 0 92 0 12 229* 0 (0)Feet (0) Vehicles Source: David Plummer & Associates *Simtraffic simulation shows the SWL turn lane length is adequate because it takes into account gaps during the permitted phase. Sunset Place Traffic Study Page 26 5.0 SITE CIRCULATION As previously mentioned, access to and from the site will be provided via the three existing driveways. The two-way driveway accessing US-1 will remain. The currently outbound-only driveway accessing Red Road at San Remo Avenue (west leg of the signalized intersection) is proposed as a two-way, full-access driveway and will be realigned with San Remo Avenue. Both of these driveways will provide access to the existing parking garage and to the proposed residential/hotel parking level. Access to the existing parking garage on SW 58th Avenue will remain the same and consist of a two-lane inbound driveway and a two-lane outbound driveway. The delivery truck load/off-load areas is also accessing SW 58th Avenue just south of the garage entrance. The adjusted fire truck lane is proposed along the public plaza internal to the site and access is provided via Sunset Drive and Red Road. The Project currently features sidewalks along all frontage streets with ample sidewalks along Sunset Drive. Furthermore it proposes to expand sidewalks along US-1 and around the southwest corner of the US-1/ Red Road intersection. Various public plazas will provide pedestrian access. The proposed gateway plaza adds new public space connecting to an expanded sidewalk along US-1. The existing entrance plaza will continue to provide pedestrian access at the intersection of Sunset Drive / SW 57th Court. Another proposed public space will provide pedestrian access to the site at the Red Road / San Remo Avenue intersection. Existing retail space and proposed residential entrances along Red Road and Sunset Drive will also contribute to pedestrian activity. The Project is located in an area that is conducive for pedestrian activities. US-1, Red Road, Sunset Drive, and SW 58th Avenue provide sidewalks on both sides of the road. Signalized intersections adjacent to the site have clearly marked crosswalks and provide pedestrian signals. Un-signalized intersections on Sunset Drive also have clearly marked crosswalks with a rapid rectangular flashing beacon at the intersection of Sunset Drive / SW 57th Court. There is a midblock crosswalk located south of the existing parking garage entrance on SW 58th Avenue. A bike path is provided under the Sunset Place Traffic Study Page 27 elevated Metrorail (M-Path) / Underline and bike lanes are provided along Sunset Drive west of Red Road. The area surrounding the Project is served by transit. There are four Miami-Dade transit bus routes (Routes 37, 57, 72 and 500) that traverse this area of South Miami. Exhibit 15 provides a summary of the existing available transit, peak hour headways and ridership information. Transit documentation is included in Appendix F. The closest bus stops to the project site are located on Red Road north of Sunset Drive and on US-1 east of SW 58th Avenue. This project is located between two Metrorail Stations, just 400 feet north of the South Miami Station and approximately 0.75 miles south of the University Station. A crosswalk accessing the South Miami Station is provided at the signalized intersection of US-1 / SW 58th Avenue / SW 70th Street. Both the Metrorail Orange and Green lines provide service to these stations. The Metrorail system is a 25-mile dual track, elevated rapid transit system that provides service to Miami International Airport (MIA) and runs from Kendall through South Miami, Coral Gables, and downtown Miami; to the Civic Center/Jackson Memorial Hospital area; and to Brownsville, Liberty City, Hialeah, and Medley in northwest Miami-Dade, with connections to Broward and Palm Beach counties at the Tri-Rail/Metrorail transfer station. A mobility plan was prepared for the site showing the location of sidewalk connections, and pedestrian crosswalks, and bike lanes (see Exhibit 16). Available bus routes and bus stops in the area are shown in Exhibit 17. As mentioned above, there is a midblock pedestrian crosswalk located south of the existing parking garage entrance on SW 58th Avenue. Pedestrian counts were collected on May 17, 2017 at this crosswalk during the AM and PM peak hours (included in Appendix B). These show that five pedestrians crossed during the morning peak hour and 19 pedestrians during the afternoon peak hour. Furthermore, the 5 year (2012- 2017) crash history within the study area was reviewed (included in Appendix B). Data shows that in the past 5 years there have been 5 crashes in the vicinity of SW 58th Avenue / SW 71st Street. It should be noted that there is no crossing signage at this location. Therefore the project is proposing to upgrade this pedestrian crosswalk to improve pedestrian safety. The improvements included high-visibility markings with a ladder design will be installed. In-street yield signs (R1-6) will also be installed to make the crosswalk more visible and increase driver yielding. Sunset Place Traffic Study Page 28 Exhibit 15: Existing Available Transit Routes Direction Average Weekday Peak Hour Headways MDT Route 37 NB / SB 3,645 30 minutes 30 minutes MDT Route 57 NB / SB 503 60 minutes 60 minutes MDT Route 72 EB / WB 923 30 minutes 30 minutes MDT Route 5001 NB / SB 52 - - South Miami Metrorail Station NB / SB 3,641 8 minutes 8 minutes (1) MDT Route 500 is the Midnight Owl and provides express service with limited stops and serves from 1AM to 5AM 5.1 Study Area Safety Review The 5 year (2012- 2017) crash history within the study area was reviewed (included in Appendix B). The crash history study area limits are north of SW 72nd Street (Sunset Drive), south of US-1 (South Dixie Highway), and west of SW 57th Avenue (Red Road). A total of 913 crashes occurred throughout the five year span, this averages out to approximately 183 crashes per year within the project area. However, it should be noted that pedestrian and bicycle crashes represent only 1% and 2% of the total crashes, respectively. The predominant crash type within the study area can be observed to be rear- end crashes. The highest amount of crashes within the study area occurred on the segment of US-1 from SW 72nd Street to SW 57th Avenue, with a total of 542 incidents in the last five years. Within this segment, pedestrian and bicycle crashes only represent 1.3% and 1.6% of the total crashes on US-1. The second highest amount of crashes within the study area occurred on the segment of SW 72nd Street from US- 1 and to SW 57th Avenue, with a total of 332 incidents in the last five years. Pedestrian and bicycle crashes only represent 1% and 1.8% of the total crashes on SW 72nd Street. As previously discussed, the project proposes to provide expanded sidewalks along the site and various public spaces adjacent to roadways. This creates pedestrian access points, promoting pedestrian activity and connectivity along the project corridors. In essence drivers will be more aware that pedestrians and bicyclists are sharing the adjacent roadway facilities, providing pedestrians a safer environment within the project area. Sunset Place Exhibit 16 Circulation Plan - Mobility Project Location Crosswalk Sidewalk p.29DAVID PLUMMER & ASSOCIATES | Project No. 16120 SW 70th Street R e d R o a d R e d R o a d S W 5 8 t h A v e n u e S W 5 7 t h C o u r t S W 5 6 t h A v e n u e S W 5 8 t h C o u r t San Ignacio Avenue San Remo Avenue Venera Avenue Monza Avenue Sunset Drive Madr u g a A v e n u e US-1 US-1 SW 71th Street Garage Entrance Driveway D r i v e w a y Sunset Place Exhibit 17 Circulation Plan - Bus Routes Project LocationBus Route 500 Bus Route 57 Bus Route 72 Bus Route 37 Bus Stops p.30DAVID PLUMMER & ASSOCIATES | Project No. 16120 SW 70th Street R e d R o a d R e d R o a d S W 5 8 t h A v e n u e S W 5 7 t h C o u r t S W 5 6 t h A v e n u e S W 5 8 t h C o u r t San Ignacio Avenue San Remo Avenue Venera Avenue Monza Avenue Sunset Drive Madr u g a A v e n u e US-1 US-1 SW 71th Street Garage Entrance Driveway D r i v e w a y Sunset Place Traffic Study Page 31 5.2 Schools in Proximity to Sunset Place The Miami-Dade County Public Schools website was used to locate the schools in close proximity to Sunset Place. The closest school to the project is located on Madruga Avenue just east of SW 57th Avenue (0.2 miles from Sunset Place). The school’s morning arrival time is 7:20 AM. This does not coincide with the project peak hour of activity. Therefore the project traffic will not interfere with the school traffic. All other schools are outside the projects area of influence. In addition to public schools, Sunset Place is located approximately 1 mile from the University of Miami Coral Gables campus. It should be noted that most of these schools are within walking distance and some students are expected to walk after school to the project site. Exhibit 18 provide a summary of schools in close proximity to Sunset Place. Miami-Dade County Public Schools documentation is included in Appendix G. Sunset Place Traffic Study Page 32 Exhibit 18: School in Proximity to Sunset Place Distance to/from Sunset Place School Name / Address Grades Total Enrollment Arrival / Dismissal Schedule 0.2 miles International Studies Preparatory Academy 1570 Madruga Avenue Coral Gables, FL 33146 9th – 12th 360 7:20 am - 2:20 pm 0.8 miles Sunset Elementary School 5120 SW 72nd Street Miami, FL 33143 PK – 5th 963 Pre-K 8:20 am - 1:50 pm Magnet 1 8:35 am - 3:05 pm Magnet 2-5 8:35 am - 4:05 pm M1-M5 Wed 8:35 am - 1:50 pm 1.0 mile University of Miami 1320 S Dixie Hwy Coral Gables, FL 33146 Undergrad / Graduate 16,801 - 1.1 miles Ponce De Leon Middle School 5801 Augusto St, Coral Gables, FL 33146 6th – 8th 1,288 9:10 am - 3:50 pm 1.3 miles Henry S West Laboratory School 1570 Madruga Avenue Coral Gables, FL 33146 KG – 8th 298 K 8:20 am - 1:50 pm 1-8 8:35 am - 3:05 pm 1-8 Wed. 8:35 am - 1:50 pm 1.6 miles South Miami Middle School 6750 SW 60th Street South Miami, FL 33143 6th – 8th 958 8:35 am - 3:05 pm Source: www.dadeschools.net & www.miami.edu Sunset Place Traffic Study Page 33 6.0 QUEUING ANALYSIS A queuing analysis was performed based on the methodology outlined in the Institute of Transportation Engineers (ITE) Transportation and Land Development. To determine the number of valet parking attendants required during the peak period of a regular weekday so that the queue does not extend past the drop-off area (95% confidence level analysis). The potential queue at the drop- off area of the valet operations was calculated based on the pm peak hour of the adjacent street traffic published by the Institute of Transportation Engineers (ITE) trip generation rates and/or equations for the proposed development plan. The site is providing valet services for the hotel and residential components. For the hotel component valet attendants will park in the underground parking level of the proposed residential tower. For the hotel queuing analysis it was conservatively assumed that 50% of the patrons will valet and 50% will self-park. The residential component valet attendants will park in the first level of the existing parking garage. For this queuing analysis it was assumed that 10% of the residents/visitors will valet and 90% will self-park. Therefore the proposed drop-off / pick-up area will see 50% of the hotel demand and 10% of the residential demand. Exhibit 19 provides the total project trip generation at the valet drop-off / pick- up area during the PM peak hour (worst case scenario). Exhibit 19: Sunset Place Hotel / Resident Trip Generation - PM Peak Hour ITE Land Use Designation Number of Units PM Peak Net Vehicle Trips Demand at Valet In Out Total % In Out Total Residential Apartments (ITE Land Use 220) 414 DUs 68 40 108 10% 7 4 11 Hotel (ITE Land Use 310) 182 Rooms 42 45 87 50% 21 23 44 Total Hotel and Residential Demand 28 27 55 Source: ITE Trip Generation Manual, 9th Edition Sunset Place Traffic Study Page 34 The queuing analysis used the single-channel waiting line model with Poisson arrivals and exponential service times. The analysis is based on the coefficient of utilization (ρ) which is the ratio of the average arrival rate of vehicles to the average service rate. ߩൌܣݒ݁ݎܽ݃݁ ܦ݁݉ܽ݊݀ ܴܽݐ݁ ܣݒ݁ݎܽ݃݁ ܵ݁ݎݒ݅ܿ݁ ܴܽݐ݁ The average service rate corresponds to the time it will take a valet parking attendant to park or retrieve a vehicle. If the coefficient of utilization is greater than 1, then the calculation will yield an infinite queue length. The required queue storage (M) is determined using the following equation: ܯൌቈlnܲ ሺݔ൐ܯሻ െlnܳெ lnߩ ቉ െ 1 In this equation, P(x > M) is set at 5% to yield a 95% confidence that the queue will not back-up onto the adjacent street. As previously mentioned, the hotel component will park in the underground parking level. The inbound and outbound distance to / from the underground parking level differs, therefore a weighted average for valet processing time was used. The weighted average was based on the inbound / outbound trip distribution for the hotel component (48% in / 52% out) (see Exhibit 20A and 20B). The underground level will provide both tandem and standard spaces. Since the time it take a valet attendant to retrieve a vehicle to / from a tandem space differs, a weighted average for valet processing time was also used. The weighted average was based on the proposed number of tandem / standard spaces (10% tandem / 90% standard) (see Exhibit 20C). As previously mentioned, the residential component will park in the first level of the existing parking garage. The inbound and outbound distance to / from the underground parking level differs, therefore Sunset Place Traffic Study Page 35 a weighted average for valet processing time was used. The weighted average was based on the inbound outbound trip distribution for the residential component (63% in / 37% out) (see Exhibit 20D). . Since the distance between the drop-off / pick-up area and both garages differ, a weighted average of the underground parking level (hotel) and the existing parking garage (residential) valet processing time was used. The weighted average was based on the vehicle trip demand distribution between the hotel and residential components. The hotel and residential components represents 80% and 20% of the demand at the drop-off / pick-up area respectively (see Exhibit 20E). The processing rate was calculated by adding the time it will take a valet attendant to process the vehicles (processing time), the time it will take a valet attendant to access the arm gate (entrance/exit gate time), the time it will take him to circulate to/from parking space (driving time), the time it will take a valet attendant to maneuver in/out of a tandem space (park processing time), and the time it will take him to walk to/from the parking area (walking time). A processing time of 51 seconds per vehicle was used in the analysis. This information is based on data collected from a hotel on Miami Beach (see Appendix H). The driving time for the valet attendant was calculated on a conservative speed of 10 mph, and the walking time for the valet attendant was calculated on a jogging speed of 6ft/sec. The time for a valet attendant to conservatively pass through the mechanical arm with a card reader is 5 seconds per vehicle. This data was collected at a similar parking garage with a mechanical arm and card reader (see Appendix H). The calculations for the valet processing rate are shown in Exhibit 20A – 20E. Sunset Place Traffic Study Page 36 Exhibit 20A: Valet Processing Rate Valet Time Inbound (Hotel to the Underground Parking Level) Tandem Space Processing time: 51 sec / 60 sec / 1 min = 0.85 min Driving time (most distant space): 845 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr = 0.96 min Entrance Gate time: 5 sec / 60 sec/min = 0.08 min Park Processing time = 0.75 min Walking time: 445 ft/6 ft/sec / 60 sec/min = 1.24 min Total = 3.88 min Valet Time Outbound (Hotel from the Underground Parking Level) Tandem Space Processing time: 51 sec / 60 sec / 1 min = 0.85 min Driving time (most distant space): 730 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr = 0.83 min Exit Gate time: 5 sec / 60 sec/min = 0.08 min Park Processing time = 0.75 min Walking time: 445 ft/6 ft/sec / 60 sec/min = 1.24 min Total = 3.75 min Weighted Valet Time (Hotel to/from the Underground Parking Level) Tandem Space 48% Inbound Valet: 0.48*3.88 min = 1.86 min 52% Outbound Valet: 0.52*3.75 min = 1.95 min Total = 3.81 min Sunset Place Traffic Study Page 37 Exhibit 210B: Valet Processing Rate Valet Time Inbound (Hotel to the Underground Parking Level) Standard Space Processing time: 51 sec / 60 sec / 1 min = 0.85 min Driving time (most distant space): 845 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr = 0.96 min Entrance Gate time: 5 sec / 60 sec/min = 0.08 min Walking time: 445 ft/6 ft/sec / 60 sec/min = 1.24 min Total = 3.13 min Valet Time Outbound (Hotel from the Underground Parking Level) Standard Space Processing time: 51 sec / 60 sec / 1 min = 0.85 min Driving time (most distant space): 730 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr = 0.83 min Exit Gate time: 5 sec / 60 sec/min = 0.08 min Walking time: 445 ft/6 ft/sec / 60 sec/min = 1.24 min Total = 3.00 min Weighted Valet Time (Hotel to/from the Underground Parking Level) Standard Space 48% Inbound Valet: 0.48*3.13 min = 1.50 min 52% Outbound Valet: 0.52*3.00 min = 1.56 min Total = 3.06 min Exhibit 220C: Valet Processing Rate Weighted Valet Time (Hotel to/from the Underground Parking Level) 10% Tandem Space: 0.10*3.81 min = 0.38 min 90% Standard Space: 0.90*3.06 min = 2.76 min Total = 3.14 min Sunset Place Traffic Study Page 38 Exhibit 230D: Valet Processing Rate Valet Time Inbound (Residential to Existing Parking Garage) Standard Space Processing time: 51 sec / 60 sec / 1 min = 0.85 min Driving time (most distant space): 549 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr = 0.62 min Entrance Gate time: 5 sec / 60 sec/min = 0.08 min Walking time: 500 ft/6 ft/sec / 60 sec/min = 1.39 min Total = 2.95 min Valet Time Outbound (Residential from Existing Parking Garage) Standard Space Processing time: 51 sec / 60 sec / 1 min = 0.85 min Driving time (most distant space): 508 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr = 0.58 min Exit Gate time: 5 sec / 60 sec/min = 0.08 min Walking time: 500 ft/6 ft/sec / 60 sec/min = 1.39 min Total = 2.90 min Weighted Valet Time (Residential to/from Existing Parking Garage) Standard Space 63% Inbound Valet: 0.63*2.95 min = 1.86 min 37% Outbound Valet: 0.37*2.90 min = 1.07 min Total = 2.93 min Exhibit 240E: Valet Processing Rate Weighted Valet Time (Residential / Hotel) 80% Hotel Component (ref Exhibit 20C): 0.80*3.14 min = 2.51 min 20% Residential Component (ref Exhibit 20D): 0.20*2.93 min = 0.59 min Total = 3.10 min Sunset Place Traffic Study Page 39 An iterative approach was used to determine the minimum number of valet attendants required during the peak hour to serve the entering and exiting vehicles that will ensure that the average valet queue will not extend past the property entrance. Exhibit 21 shows the queueing calculations for the valet drop-off / pick-up area. Exhibit 25: Sunset Place Hotel Residential Drop-Off / Pick-Up Queue Calculations Q = Processing rate = ଺଴ ௠௜௡/௛௥ ଷ.ଵ଴ ௠௜௡/௣௥௢௖௘௦௦ ൌ19.35 ݌ݎ݋ܿ݁ݏݏ/݄ݎ q = Demand Rate = 55 ௩௘௛ ௛௥ N = Service Positions = 6 attendants ρ = Utilization factor = ௤ ሺேொሻ ൌ ହହ ௩௘௛/௛௥ ଺ൈଵଽ.ଷହ ௣௥௢௖௘௦௦/௛௥ ൌ 0.4736 Qm = Table Value = 0.0825  M = queue length which is exceeded 5% of the time [P(x>M)] ܯൌ ୪୬௉ሺ௫வெሻି୪୬ሺொ೘ ሻ ୪୬ሺρሻ െ1ൌ ୪୬ሺ଴.଴ହሻି୪୬ሺ଴.଴଼ଷହሻ ୪୬ሺ଴.ସ଻ଷ଺ሻ െ1ൌെ0.31, ݏܽݕ ݊݋ vehicles on queue The results of the analysis show that 6 valet attendants would be able to handle the demand during peak hour with no queue. It should be noted that the valet service can be relocated overtime in order to maximize operational goals of the overall project. Sunset Place Traffic Study Page 40 7.0 CONCLUSIONS An assessment of the traffic impacts associated with the Project was performed in accordance with the requirements of the City – a jurisdiction located entirely within Miami-Dade County’s Urban Infill Area -- designated a TCEA. The legislative purpose behind placing the City within a TCEA is to promote development and redevelopment. The results of the analysis show that the following intersections are currently operating and projected to operate within the City’s LOS standard during the morning and afternoon peak hours:  Red Road / US-1  Red Road / Madruga Avenue  Red Road / San Remo Avenue  Red Road / San Ignacio Avenue  Red Road / Sunset Drive  SW 58th Avenue / Sunset Drive  SW 58th Avenue / SW 70th Street / US-1  Sunset Place Driveway / US-1  SW 58th Avenue / SW 71st Street / Sunset Place Driveway To summarize, the proposed redevelopment of the Shops at Sunset Place will have the following positive impacts on the adjacent roadway network and the city of South Miami community:  Provides a redevelopment plan that will be a true mixed-use project;  Internalizes vehicular trips resulting in no increase in external traffic impacts during the PM peak hour, which is the critical analysis hour in Miami-Dade County;  Proposes a residential component designed to cater to millennials who are tending to choose modes of transportation other than single occupancy vehicle; and,  Provides a strong emphasis on pedestrian activity and connectivity by providing expanded sidewalks along the site and various public spaces adjacent to roadway creating pedestrian access points. As part of the study, the mobility and circulation within the study area was analyzed. The study shows that the Project area is currently served by various Miami-Dade Transit bus routes and is within close walking distance to the South Miami Metrorail Station. The Project is located in an area that is conducive for pedestrian and bicycle activities, providing ample sidewalks and crosswalks. The Sunset Place Traffic Study Page 41 project is proposing to upgrade the existing midblock pedestrian crosswalk located south of the parking garage entrance on SW 58th Avenue. The upgrades will include high-visibility markings with a ladder design and an in-street yield signs (R1-6) to make the crosswalk more visible, increase driver yielding, and improve pedestrian safety. Furthermore, a valet circulation assessment and queuing analysis was performed. The results show that with 6 valet attendants, there is no anticipated queue at the drop-off/pick-up area during the peak hour. Sunset Place Traffic Study_Aug 2017 Appendix A Site Plan No copies, transmissions, reproductions, or electronic revisions of any portions of these drawings in whole or in part be made without the express written permission of Zyscovich Architects. All designs indicated in these drawings are property of Zyscovich Architects. All copyrights reserved ‹2017. 100 N Biscayne Blvd . 27th Fl Miami . FL 33132.2304 t 305.372.5222 f 305.577.4521 e info@zyscovich.com w www.zyscovich.com 1584_SITE PLAN-11X171584_Site Plan.dwg No copies, transmissions, reproductions, or electronic revisions of any portions of these drawings in whole or in part be made without the express written permission of Zyscovich Architects. All designs indicated in these drawings are property of Zyscovich Architects. All copyrights reserved © 2013 Sunset Place South Miami, Florida Drawings are for illustrative purposes only and may be subject to change during the review and approval process. 2610 North Miami Avenue Miami FL 33127 614.439.4895 08.29.2017 CONNECTION TO AND FROM METRORAIL ACCESS FROM GARAGE TO 2ND FLOOR PEDESTRIAN PLAZA CONNECTION TO AND FROM UNDERLINE ACCESS FROM GARAGE AT GROUND FLOOR Primary Pedestrian Access Diagram S-10 No copies, transmissions, reproductions, or electronic revisions of any portions of these drawings in whole or in part be made without the express written permission of Zyscovich Architects. All designs indicated in these drawings are property of Zyscovich Architects. All copyrights reserved © 2013 Sunset Place South Miami, Florida Drawings are for illustrative purposes only and may be subject to change during the review and approval process. 2610 North Miami Avenue Miami FL 33127 614.439.4895 08.29.2017 LEGEND Vehicular Circulation Diagram S-11 No copies, transmissions, reproductions, or electronic revisions of any portions of these drawings in whole or in part be made without the express written permission of Zyscovich Architects. All designs indicated in these drawings are property of Zyscovich Architects. All copyrights reserved © 2013 Sunset Place South Miami, Florida Drawings are for illustrative purposes only and may be subject to change during the review and approval process. 2610 North Miami Avenue Miami FL 33127 614.439.4895 08.29.2017 Hotel Access and Valet Diagram S-12 No copies, transmissions, reproductions, or electronic revisions of any portions of these drawings in whole or in part be made without the express written permission of Zyscovich Architects. All designs indicated in these drawings are property of Zyscovich Architects. All copyrights reserved © 2013 Sunset Place South Miami, Florida Drawings are for illustrative purposes only and may be subject to change during the review and approval process. 2610 North Miami Avenue Miami FL 33127 614.439.4895 08.29.2017 Residential Access and Valet Diagram S-13 * Nested residential parking on existing garage levels 4 to 6. Appendix B Data Collection Traffic Volumes Signal Timings Historic Background Growth Tenant Information Traffic Volumes DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : P r o j e c t N u m b e r : 1 6 1 2 0 Lo c a t i o n : R e d R o a d & U S 1 C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D NO R T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 07 : 3 0 A M 0 7 : 4 5 A M 0 8 7 2 0 1 0 7 0 1 1 4 2 6 1 4 0 5 3 7 1 4 1 6 7 8 3 2 0 4 6 3 1 5 4 9 8 1 , 5 2 8 07 : 4 5 A M 0 8 : 0 0 A M 0 8 6 2 5 1 1 1 0 1 3 6 3 1 1 6 7 6 7 6 0 3 2 2 6 9 2 2 6 4 2 5 1 6 4 6 7 1 , 4 3 7 08 : 0 0 A M 0 8 : 1 5 A M 0 9 6 2 7 1 2 3 0 1 4 6 3 0 1 7 6 5 5 7 2 2 2 0 7 9 7 2 4 4 5 8 2 3 5 0 5 1 , 6 0 1 08 : 1 5 A M 0 8 : 3 0 A M 0 1 0 0 3 2 1 3 2 0 1 1 2 2 6 1 3 8 7 8 7 5 3 3 2 8 6 3 2 8 4 6 1 1 7 5 0 6 1 , 6 3 9 08 : 3 0 A M 0 8 : 4 5 A M 0 1 2 5 2 9 1 5 4 0 1 4 7 3 1 1 7 8 5 6 6 8 4 3 6 7 7 6 2 4 4 8 5 1 9 5 2 8 1 , 6 3 6 08 : 4 5 A M 0 9 : 0 0 A M 0 1 0 7 3 3 1 4 0 0 1 3 8 3 9 1 7 7 7 7 6 5 0 3 9 7 6 6 2 7 4 2 4 1 8 4 6 9 1 , 5 5 2 09 : 0 0 A M 0 9 : 1 5 A M 0 8 6 3 4 1 2 0 0 1 2 5 3 5 1 6 0 5 6 6 7 7 3 3 7 6 6 2 8 4 4 2 1 5 4 8 5 1 , 5 3 1 09 : 1 5 A M 0 9 : 3 0 A M 0 9 3 3 3 1 2 6 0 8 2 4 2 1 2 4 5 9 6 8 1 2 5 7 6 5 2 6 4 2 0 1 8 4 6 4 1 , 4 7 9 AM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S Re d R o a d US - 1 TI M E NO R T H B O U N D SO U T H B O U N D NO R T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 08 : 0 0 A M 0 9 : 0 0 A M 0 4 4 1 1 2 5 5 6 5 0 5 5 9 1 3 0 6 8 9 2 7 4 2 8 9 3 1 3 1 3 2 9 8 1 0 6 1 8 8 3 7 9 2 0 6 8 6 , 6 2 1 PE A K H O U R F A C T O R 0. 8 9 0. 9 4 0. 9 3 0.950.98 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Su n s e t P l a c e Re d R o a d US - 1 1_Red Road & US 1 DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : S u n s e t P l a c e P r o j e c t N u m b e r : 16120 Lo c a t i o n : R e d R o a d & U S 1 C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D NO R T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 3 0 P M 0 4 : 4 5 P M 0 1 1 6 2 3 1 3 9 0 9 2 8 2 1 7 4 5 5 4 9 2 1 6 5 6 3 2 2 5 6 1 1 2 5 9 5 1 , 4 7 1 04 : 4 5 P M 0 5 : 0 0 P M 0 1 3 4 2 0 1 5 4 1 9 6 9 9 1 9 6 3 8 4 3 0 2 3 4 9 1 2 4 5 4 4 8 5 7 6 1 , 4 1 7 05 : 0 0 P M 0 5 : 1 5 P M 0 1 0 4 1 9 1 2 3 0 7 5 8 0 1 5 5 4 0 5 5 4 3 4 6 2 8 2 6 5 9 3 1 5 6 3 4 1 , 5 4 0 05 : 1 5 P M 0 5 : 3 0 P M 0 9 7 2 0 1 1 7 0 7 2 7 3 1 4 5 3 8 4 9 5 3 4 5 6 7 1 7 4 5 8 1 2 4 8 7 1 , 3 1 6 05 : 3 0 P M 0 5 : 4 5 P M 0 1 2 9 2 6 1 5 5 0 1 1 3 8 0 1 9 3 3 9 5 4 1 1 9 5 9 9 2 1 5 5 1 1 3 5 8 5 1 , 5 3 2 05 : 4 5 P M 0 6 : 0 0 P M 0 1 2 2 2 3 1 4 5 1 8 7 5 8 1 4 6 2 5 5 2 6 2 9 5 8 0 1 1 5 0 7 1 8 5 3 6 1 , 4 0 7 06 : 0 0 P M 0 6 : 1 5 P M 0 9 8 2 0 1 1 8 0 9 0 7 9 1 6 9 5 4 5 1 3 2 3 5 9 0 2 7 5 0 1 1 4 5 4 2 1 , 4 1 9 06 : 1 5 P M 0 6 : 3 0 P M 0 1 2 1 2 3 1 4 4 0 9 6 8 1 1 7 7 3 6 5 0 1 2 2 5 5 9 2 4 5 3 6 1 8 5 7 8 1 , 4 5 8 PM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S Re d R o a d US - 1 TI M E NO R T H B O U N D SO U T H B O U N D NO R T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 05 : 3 0 P M 0 6 : 3 0 P M 0 4 8 4 9 5 5 7 9 1 3 9 8 3 0 7 7 0 6 1 5 9 2 1 4 3 9 6 2 3 9 8 8 5 2 1 5 8 6 5 2 3 0 8 5 , 9 9 0 PE A K H O U R F A C T O R 0. 9 1 0. 8 9 0. 9 7 0.960.95 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Re d R o a d US - 1 1_Red Road & US 1 DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : P r o j e c t N u m b e r : 1 6 1 2 0 Lo c a t i o n : R e d R o a d & M a d r u g a A v e n u e C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 07 : 3 0 A M 0 7 : 4 5 A M 0 8 9 2 4 1 1 3 3 0 1 2 1 0 1 5 1 0 1 3 0 6 1 9 2 8 3 07 : 4 5 A M 0 8 : 0 0 A M 0 9 7 2 5 1 2 2 2 1 1 6 1 0 1 8 2 0 1 1 0 6 1 7 3 2 1 08 : 0 0 A M 0 8 : 1 5 A M 0 9 6 2 5 1 2 1 3 4 1 5 6 0 1 9 0 0 2 3 0 1 7 4 0 3 5 1 08 : 1 5 A M 0 8 : 3 0 A M 0 1 2 6 3 2 1 5 8 2 9 1 4 4 0 1 7 3 0 1 8 0 6 2 4 3 5 5 08 : 3 0 A M 0 8 : 4 5 A M 0 1 3 8 4 1 1 7 9 4 1 1 6 4 0 2 0 5 0 1 4 0 1 2 2 6 4 1 0 08 : 4 5 A M 0 9 : 0 0 A M 0 1 3 0 3 7 1 6 7 3 1 1 7 2 0 2 0 3 0 8 0 1 0 1 8 3 8 8 09 : 0 0 A M 0 9 : 1 5 A M 0 1 1 3 2 1 1 3 4 3 5 1 4 9 0 1 8 4 0 9 0 1 1 2 0 3 3 8 09 : 1 5 A M 0 9 : 3 0 A M 0 1 2 4 3 7 1 6 1 2 3 1 1 1 0 1 3 4 0 1 0 0 1 0 2 0 3 1 5 AM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S Re d R o a d TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 08 : 0 0 A M 0 9 : 0 0 A M 0 5 0 5 1 3 9 6 4 4 1 3 9 6 5 5 0 7 9 4 0 0 0 0 6 5 0 4 6 1 1 1 1 , 5 4 9 PE A K H O U R F A C T O R 0. 8 7 0. 9 4 NA 0.680.92 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Ma d r u g a A v e n u e Su n s e t P l a c e Re d R o a d Ma d r u g a A v e n u e 2_Red Road & Madruga Avenue DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : S u n s e t P l a c e P r o j e c t N u m b e r : 16120 Lo c a t i o n : R e d R o a d & M a d r u g a A v e n u e C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 0 0 P M 0 4 : 1 5 P M 1 1 1 4 2 0 1 3 5 1 2 1 1 5 0 1 2 7 0 1 7 0 1 9 3 6 2 9 8 04 : 1 5 P M 0 4 : 3 0 P M 0 1 3 3 2 3 1 5 6 1 8 1 1 8 0 1 3 6 0 2 7 0 1 6 4 3 3 3 5 04 : 3 0 P M 0 4 : 4 5 P M 0 1 1 0 2 6 1 3 6 2 3 1 1 3 0 1 3 6 0 1 8 0 2 7 4 5 3 1 7 04 : 4 5 P M 0 5 : 0 0 P M 0 8 7 1 9 1 0 6 2 0 1 0 2 0 1 2 2 0 1 5 0 1 8 3 3 2 6 1 05 : 0 0 P M 0 5 : 1 5 P M 0 1 3 3 1 8 1 5 1 2 3 1 2 6 0 1 4 9 0 1 0 0 2 0 3 0 3 3 0 05 : 1 5 P M 0 5 : 3 0 P M 0 1 2 3 1 6 1 3 9 2 9 8 9 0 1 1 8 0 2 0 0 2 4 4 4 3 0 1 05 : 3 0 P M 0 5 : 4 5 P M 0 1 0 1 1 5 1 1 6 3 0 1 1 8 0 1 4 8 0 1 6 0 3 2 4 8 3 1 2 05 : 4 5 P M 0 6 : 0 0 P M 0 9 0 2 7 1 1 7 2 4 1 2 0 0 1 4 4 0 1 9 0 2 3 4 2 3 0 3 PM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S Re d R o a d TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 05 : 0 0 P M 0 6 : 0 0 P M 0 4 6 0 7 8 5 3 9 1 0 9 4 6 7 0 5 7 6 0 0 0 0 6 7 0 1 0 2 1 6 9 1 , 2 8 3 PE A K H O U R F A C T O R 0. 8 7 0. 9 4 NA 0.850.94 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Re d R o a d Ma d r u g a A v e n u e Ma d r u g a A v e n u e 2_Red Road & Madruga Avenue DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : P r o j e c t N u m b e r : 1 6 1 2 0 Lo c a t i o n : R e d R o a d & S a n R e m o A v e n u e C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 07 : 3 0 A M 0 7 : 4 5 A M 0 1 1 7 9 1 2 6 3 0 1 0 3 0 1 3 3 2 0 4 6 8 0 2 1 0 2 7 5 07 : 4 5 A M 0 8 : 0 0 A M 0 1 3 5 2 7 1 6 2 2 8 1 3 2 0 1 6 0 1 1 6 8 7 0 2 9 3 3 9 08 : 0 0 A M 0 8 : 1 5 A M 1 1 1 9 2 7 1 4 7 3 7 1 4 1 0 1 7 8 0 0 6 6 5 0 4 9 3 4 0 08 : 1 5 A M 0 8 : 3 0 A M 2 1 5 9 3 3 1 9 4 4 4 1 3 2 0 1 7 6 3 0 6 9 9 0 1 6 2 5 4 0 4 08 : 3 0 A M 0 8 : 4 5 A M 0 1 5 5 3 6 1 9 1 3 7 1 3 5 0 1 7 2 0 0 4 4 1 5 0 2 0 3 5 4 0 2 08 : 4 5 A M 0 9 : 0 0 A M 0 1 3 9 2 9 1 6 8 5 0 1 2 5 0 1 7 5 1 1 7 9 1 3 0 1 0 2 3 3 7 5 09 : 0 0 A M 0 9 : 1 5 A M 3 1 3 7 3 2 1 7 2 3 9 1 3 1 0 1 7 0 3 0 6 9 1 0 0 1 4 2 4 3 7 5 09 : 1 5 A M 0 9 : 3 0 A M 0 1 2 6 2 4 1 5 0 3 5 1 0 3 0 1 3 8 4 0 3 7 1 1 0 1 8 2 9 3 2 4 AM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S Re d R o a d Sa n R e m o A v e n u e TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 08 : 1 5 A M 0 9 : 1 5 A M 5 6 0 8 1 3 4 7 4 7 1 7 5 5 3 9 0 7 1 4 7 1 2 4 3 2 4 8 0 6 2 1 1 0 1 , 6 0 3 PE A K H O U R F A C T O R 0. 9 3 0. 9 8 0. 8 6 0.760.96 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Su n s e t P l a c e Re d R o a d Sa n R e m o A v e n u e 3_Red Road & San Remo Avenue DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : S u n s e t P l a c e P r o j e c t N u m b e r : 16120 Lo c a t i o n : R e d R o a d & S a n R e m o A v e n u e C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 3 0 P M 0 4 : 4 5 P M 0 9 8 2 4 1 2 2 2 4 1 1 3 0 1 3 7 3 2 8 1 3 4 8 0 2 9 7 7 3 4 9 04 : 4 5 P M 0 5 : 0 0 P M 0 1 0 5 1 3 1 1 8 1 8 1 2 8 0 1 4 6 5 5 1 1 2 1 5 1 0 2 9 8 0 3 6 5 05 : 0 0 P M 0 5 : 1 5 P M 1 1 1 1 2 2 1 3 4 1 6 1 1 1 0 1 2 7 4 2 8 1 4 6 5 0 2 5 9 0 3 6 5 05 : 1 5 P M 0 5 : 3 0 P M 7 9 1 2 3 1 2 1 1 8 1 0 0 0 1 1 8 7 2 1 4 2 3 3 9 0 2 3 6 2 3 2 4 05 : 3 0 P M 0 5 : 4 5 P M 4 1 1 4 1 7 1 3 5 2 1 1 1 4 1 1 3 6 1 0 1 2 1 3 5 1 0 2 5 7 6 3 6 0 05 : 4 5 P M 0 6 : 0 0 P M 0 7 2 3 0 1 0 2 1 6 1 1 5 0 1 3 1 5 1 6 1 2 4 4 0 3 4 7 8 3 2 3 06 : 0 0 P M 0 6 : 1 5 P M 2 1 0 0 2 3 1 2 5 1 3 1 2 1 0 1 3 4 5 2 9 1 6 3 4 0 2 8 6 2 3 3 7 06 : 1 5 P M 0 6 : 3 0 P M 0 9 8 1 9 1 1 7 1 9 1 0 0 0 1 1 9 4 3 9 1 6 4 0 0 1 7 5 7 3 0 9 PM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S Re d R o a d Sa n R e m o A v e n u e TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 4 5 P M 0 5 : 4 5 P M 12 4 3 4 7 7 5 2 3 7 5 4 6 7 1 5 4 3 1 8 9 4 6 7 3 2 1 2 0 1 0 5 3 1 7 1 , 4 5 6 PE A K H O U R F A C T O R 0. 9 4 0. 9 0 0. 7 7 0.860.97 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Re d R o a d Sa n R e m o A v e n u e 3_Red Road & San Remo Avenue DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : P r o j e c t N u m b e r : 1 6 1 2 0 Lo c a t i o n : R e d R o a d & S a n I g n a c i o A v e n u e C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 07 : 3 0 A M 0 7 : 4 5 A M 0 1 2 6 2 6 1 5 2 8 1 1 7 0 1 2 5 0 1 0 7 8 2 8 5 07 : 4 5 A M 0 8 : 0 0 A M 0 1 5 0 2 0 1 7 0 1 9 1 3 4 0 1 5 3 0 3 0 5 8 3 3 1 08 : 0 0 A M 0 8 : 1 5 A M 0 1 4 3 1 4 1 5 7 2 7 1 3 4 0 1 6 1 0 3 0 0 3 3 2 1 08 : 1 5 A M 0 8 : 3 0 A M 0 1 8 4 1 6 2 0 0 2 4 1 2 9 0 1 5 3 0 3 0 5 8 3 6 1 08 : 3 0 A M 0 8 : 4 5 A M 0 1 9 5 2 2 2 1 7 2 7 1 3 5 0 1 6 2 0 7 0 8 1 5 3 9 4 08 : 4 5 A M 0 9 : 0 0 A M 0 1 6 5 2 3 1 8 8 1 8 1 3 7 0 1 5 5 0 6 0 1 0 1 6 3 5 9 09 : 0 0 A M 0 9 : 1 5 A M 0 1 5 5 2 6 1 8 1 2 4 1 4 0 0 1 6 4 0 7 0 1 5 2 2 3 6 7 09 : 1 5 A M 0 9 : 3 0 A M 0 1 4 1 2 5 1 6 6 1 5 1 1 6 0 1 3 1 0 2 0 9 1 1 3 0 8 AM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S Re d R o a d TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 08 : 1 5 A M 0 9 : 1 5 A M 0 7 2 0 9 0 8 1 0 9 6 5 5 7 0 6 5 3 0 0 0 0 2 4 0 3 9 6 3 1 , 5 2 5 PE A K H O U R F A C T O R 0. 9 1 0. 9 7 NA 0.690.94 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Su n s e t P l a c e Re d R o a d Sa n I g n a c i o A v e n u e Sa n I g n a c i o A v e n u e 4_Red Road & San Ignacio Avenue DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : S u n s e t P l a c e P r o j e c t N u m b e r : 16120 Lo c a t i o n : R e d R o a d & S a n I g n a c i o A v e n u e C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 3 0 P M 0 4 : 4 5 P M 0 1 3 0 1 3 1 4 3 7 1 6 4 0 1 7 1 0 2 0 0 1 6 3 6 3 5 0 04 : 4 5 P M 0 5 : 0 0 P M 0 1 1 6 1 4 1 3 0 1 0 1 8 1 0 1 9 1 0 2 3 0 9 3 2 3 5 3 05 : 0 0 P M 0 5 : 1 5 P M 0 1 3 1 7 1 3 8 3 1 7 3 0 1 7 6 0 4 1 0 1 8 5 9 3 7 3 05 : 1 5 P M 0 5 : 3 0 P M 0 1 2 1 1 4 1 3 5 9 1 5 8 0 1 6 7 0 2 5 0 1 0 3 5 3 3 7 05 : 3 0 P M 0 5 : 4 5 P M 0 1 2 7 1 7 1 4 4 1 1 1 7 3 0 1 8 4 0 2 7 0 1 4 4 1 3 6 9 05 : 4 5 P M 0 6 : 0 0 P M 0 1 0 5 2 0 1 2 5 1 3 1 6 4 0 1 7 7 0 2 1 0 4 2 5 3 2 7 06 : 0 0 P M 0 6 : 1 5 P M 0 1 2 7 4 1 3 1 8 1 7 0 0 1 7 8 0 2 4 0 1 1 3 5 3 4 4 06 : 1 5 P M 0 6 : 3 0 P M 0 1 1 4 8 1 2 2 1 2 1 4 4 0 1 5 6 0 1 6 0 6 2 2 3 0 0 PM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S TI M E N O R T H B O U N D S O U T H B O U N D E A S T B O U N D W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 4 5 P M 0 5 : 4 5 P M 0 5 1 0 5 4 5 6 3 3 4 7 0 6 0 7 4 0 0 0 0 0 1 1 9 0 5 3 1 7 2 1 , 4 7 5 PE A K H O U R F A C T O R 0. 9 5 0. 9 4 NA 0.710.96 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Re d R o a d Sa n I g n a c i o A v e n u e Sa n I g n a c i o A v e n u e Re d R o a d 4_Red Road & San Ignacio Avenue DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : P r o j e c t N u m b e r : 1 6 1 2 0 Lo c a t i o n : R e d R o a d & S u n s e t D r i v e C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 07 : 3 0 A M 0 7 : 4 5 A M 4 1 1 3 2 7 1 4 4 1 6 6 9 2 5 1 1 0 3 0 6 7 8 1 0 5 2 1 3 7 8 6 6 4 2 5 07 : 4 5 A M 0 8 : 0 0 A M 23 1 2 5 3 9 1 8 7 3 8 8 3 2 2 1 4 3 2 7 5 9 4 9 0 3 2 5 2 1 7 1 0 1 5 2 1 08 : 0 0 A M 0 8 : 1 5 A M 19 1 2 2 4 4 1 8 5 3 0 9 5 1 5 1 4 0 2 9 7 6 5 1 1 0 2 8 4 9 9 8 6 5 2 1 08 : 1 5 A M 0 8 : 3 0 A M 22 1 3 7 2 1 1 8 0 3 9 7 1 2 6 1 3 6 3 7 5 9 7 1 0 3 4 7 6 4 2 3 1 3 4 5 5 3 08 : 3 0 A M 0 8 : 4 5 A M 11 1 3 1 3 2 1 7 4 2 3 6 6 3 7 1 2 6 4 4 5 8 7 1 0 9 4 1 7 4 3 0 1 4 5 5 5 4 08 : 4 5 A M 0 9 : 0 0 A M 18 1 2 5 3 4 1 7 7 2 4 1 0 2 2 2 1 4 8 3 6 5 1 5 9 2 3 7 5 9 2 2 1 1 8 5 3 5 09 : 0 0 A M 0 9 : 1 5 A M 15 1 3 8 4 5 1 9 8 2 3 8 2 3 0 1 3 5 2 9 7 5 1 2 1 1 6 3 5 5 9 1 7 1 1 1 5 6 0 09 : 1 5 A M 0 9 : 3 0 A M 13 1 1 1 3 7 1 6 1 2 5 7 0 2 5 1 2 0 3 4 6 8 8 1 1 0 3 3 5 7 1 5 1 0 5 4 9 6 AM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S Re d R o a d Su n s e t D r i v e TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 08 : 1 5 A M 0 9 : 1 5 A M 68 5 4 7 1 3 6 7 5 1 1 1 2 3 3 1 1 1 8 5 6 1 1 5 0 2 5 0 3 2 4 3 3 1 6 5 2 6 4 9 5 5 2 3 2 , 2 6 8 PE A K H O U R F A C T O R 0. 9 2 0. 9 2 0. 9 1 0.880.98 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Su n s e t P l a c e Re d R o a d Su n s e t D r i v e 5_Red Road & Sunset Drive DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : S u n s e t P l a c e P r o j e c t N u m b e r : 16120 Lo c a t i o n : R e d R o a d & S u n s e t D r i v e C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 3 0 P M 0 4 : 4 5 P M 11 8 1 4 0 1 3 2 2 2 1 0 6 6 5 1 9 3 2 7 4 8 1 8 9 3 4 2 4 3 1 5 1 0 0 5 1 8 04 : 4 5 P M 0 5 : 0 0 P M 19 8 4 2 6 1 2 9 1 6 1 5 6 6 1 2 3 3 2 1 5 4 1 3 8 8 3 1 3 6 2 2 8 9 5 3 9 05 : 0 0 P M 0 5 : 1 5 P M 15 8 1 3 6 1 3 2 1 6 1 3 0 5 8 2 0 4 2 9 7 4 1 1 1 1 4 4 3 5 0 1 2 1 0 5 5 5 5 05 : 1 5 P M 0 5 : 3 0 P M 20 6 9 3 2 1 2 1 1 7 1 1 9 5 0 1 8 6 2 9 6 5 6 1 0 0 3 9 4 3 2 0 1 0 2 5 0 9 05 : 3 0 P M 0 5 : 4 5 P M 21 7 4 3 6 1 3 1 1 5 1 3 2 6 7 2 1 4 2 5 5 1 7 8 3 2 7 3 4 2 1 8 2 5 1 0 05 : 4 5 P M 0 6 : 0 0 P M 11 7 0 3 3 1 1 4 1 5 1 0 6 6 5 1 8 6 3 1 5 9 1 7 1 0 7 3 2 5 1 9 9 2 4 9 9 06 : 0 0 P M 0 6 : 1 5 P M 16 8 6 3 1 1 3 3 1 2 1 2 3 5 5 1 9 0 2 2 6 8 1 2 1 0 2 5 7 7 1 1 3 1 4 1 5 6 6 06 : 1 5 P M 0 6 : 3 0 P M 14 6 9 2 7 1 1 0 1 7 8 2 5 3 1 5 2 3 4 5 4 1 3 1 0 1 6 3 6 6 1 1 1 4 0 5 0 3 PM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S Re d R o a d Su n s e t D r i v e TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 3 0 P M 0 5 : 3 0 P M 67 3 2 4 1 3 8 5 2 9 7 3 5 2 6 2 4 1 8 4 0 1 0 9 2 4 8 4 9 4 0 7 1 6 0 1 7 7 7 1 4 0 8 2 , 1 8 5 PE A K H O U R F A C T O R 0. 9 7 0. 8 8 0. 8 7 0.940.96 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Re d R o a d Su n s e t D r i v e 5_Red Road & Sunset Drive DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : P r o j e c t N u m b e r : 1 6 1 2 0 Lo c a t i o n : S W 5 8 t h A v e n u e & S u n s e t D r i v e C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 07 : 3 0 A M 0 7 : 4 5 A M 3 1 4 4 2 1 0 5 4 9 4 0 9 0 3 1 3 3 4 4 3 1 8 6 5 2 2 8 07 : 4 5 A M 0 8 : 0 0 A M 1 1 0 4 1 5 0 1 2 3 3 8 1 0 3 5 1 4 6 5 6 2 1 9 8 6 2 5 0 08 : 0 0 A M 0 8 : 1 5 A M 4 1 1 8 2 3 1 2 1 4 3 7 1 0 4 6 1 4 7 7 6 0 1 6 8 3 2 5 7 08 : 1 5 A M 0 8 : 3 0 A M 11 1 6 1 1 3 8 0 4 2 6 3 5 7 8 1 2 1 2 5 8 6 4 1 9 9 1 2 6 0 08 : 3 0 A M 0 8 : 4 5 A M 8 6 6 2 0 2 1 4 7 3 2 8 9 5 1 2 6 1 2 8 3 2 1 1 1 6 2 6 9 08 : 4 5 A M 0 9 : 0 0 A M 8 6 5 1 9 0 5 4 9 3 4 1 0 9 7 1 5 0 1 0 7 8 1 4 1 0 2 2 8 0 09 : 0 0 A M 0 9 : 1 5 A M 8 1 9 7 3 4 1 1 4 6 2 9 1 0 0 7 1 3 6 8 7 0 2 4 1 0 2 2 7 8 09 : 1 5 A M 0 9 : 3 0 A M 4 8 5 1 7 1 6 4 1 1 3 1 8 9 9 1 2 9 1 0 5 4 1 7 8 1 2 3 8 AM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S SW 5 8 t h A v e n u e Su n s e t D r i v e TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 08 : 1 5 A M 0 9 : 1 5 A M 36 4 8 3 0 1 1 4 3 1 1 1 4 2 9 1 3 4 3 8 7 3 2 5 5 3 3 9 3 0 4 8 0 4 2 3 1 , 1 2 0 PE A K H O U R F A C T O R 0. 7 3 0. 7 8 0. 9 0 0.890.97 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Su n s e t P l a c e SW 5 8 t h A v e n u e Su n s e t D r i v e 6_SW 58th Avenue & Sunset Drive DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : S u n s e t P l a c e P r o j e c t N u m b e r : 16120 Lo c a t i o n : S W 5 8 t h A v e n u e & S u n s e t D r i v e C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 3 0 P M 0 4 : 4 5 P M 9 1 4 1 2 3 5 6 8 1 2 2 6 2 6 8 1 1 2 1 1 9 8 6 8 2 4 1 0 0 2 8 0 04 : 4 5 P M 0 5 : 0 0 P M 8 1 8 1 0 3 6 5 9 1 5 2 9 2 9 8 5 1 4 1 2 8 7 7 4 2 2 1 0 3 2 9 6 05 : 0 0 P M 0 5 : 1 5 P M 13 1 2 6 3 1 5 1 2 4 2 1 3 0 7 1 9 1 1 0 1 2 7 9 2 7 1 1 8 2 8 0 05 : 1 5 P M 0 5 : 3 0 P M 11 1 8 4 3 3 6 1 4 1 2 3 2 2 6 7 5 1 0 1 1 1 9 6 2 2 3 9 4 2 7 0 05 : 3 0 P M 0 5 : 4 5 P M 11 1 5 9 3 5 2 8 7 1 7 2 6 7 2 1 1 1 0 9 6 7 5 2 6 1 0 7 2 6 8 05 : 4 5 P M 0 6 : 0 0 P M 11 1 4 7 3 2 7 1 1 7 2 5 2 3 9 2 8 1 2 3 5 7 3 2 6 1 0 4 2 8 4 06 : 0 0 P M 0 6 : 1 5 P M 5 1 1 8 2 4 3 1 3 7 2 3 2 8 7 7 1 1 1 1 6 1 6 8 3 3 9 1 3 8 3 0 1 06 : 1 5 P M 0 6 : 3 0 P M 6 6 8 2 0 7 6 7 2 0 3 1 7 7 6 1 1 4 8 7 4 3 4 1 1 6 2 7 0 PM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S SW 5 8 t h A v e n u e Su n s e t D r i v e TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 3 0 P M 0 5 : 3 0 P M 42 6 4 3 3 1 3 9 2 3 4 4 4 4 1 1 1 1 1 4 3 2 1 4 6 4 8 2 3 7 2 9 1 9 9 4 2 7 1 , 1 6 0 PE A K H O U R F A C T O R 0. 9 4 0. 8 4 0. 9 1 0.880.95 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 SW 5 8 t h A v e n u e Su n s e t D r i v e 6_SW 58th Avenue & Sunset Drive DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : P r o j e c t N u m b e r : 1 6 1 2 0 Lo c a t i o n : S W 5 8 t h A v e n u e / S W 7 0 t h S t r e e t & U S 1 C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D NO R T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 07 : 3 0 A M 0 7 : 4 5 A M 7 3 3 0 4 0 1 1 4 0 6 1 2 0 5 7 3 4 73 9 44 1 3 9 4 8 0 1 , 3 7 9 07 : 4 5 A M 0 8 : 0 0 A M 5 8 2 8 4 1 6 8 0 1 0 7 8 1 1 6 4 8 65 9 42 5 1 9 4 4 4 1 , 2 2 2 08 : 0 0 A M 0 8 : 1 5 A M 6 1 4 2 2 4 2 8 2 0 1 7 9 9 8 7 5 4 76 2 44 7 2 9 4 7 6 1 , 3 7 9 08 : 1 5 A M 0 8 : 3 0 A M 3 9 1 9 3 1 9 0 0 1 1 1 0 1 1 0 8 2 5 83 5 45 0 2 7 4 7 7 1 , 4 4 4 08 : 3 0 A M 0 8 : 4 5 A M 14 1 0 2 0 4 4 9 1 0 1 3 1 0 4 5 7 4 2 74 7 47 4 3 0 5 0 4 1 , 3 9 9 08 : 4 5 A M 0 9 : 0 0 A M 6 1 0 1 1 2 7 8 4 0 1 1 9 5 8 7 3 2 74 0 42 5 3 0 4 5 5 1 , 3 1 7 09 : 0 0 A M 0 9 : 1 5 A M 8 6 2 4 3 8 8 1 0 1 1 9 2 1 2 7 1 9 73 1 43 7 3 0 4 6 7 1 , 3 2 8 09 : 1 5 A M 0 9 : 3 0 A M 3 4 2 2 2 9 8 0 0 8 8 8 2 0 7 1 7 73 7 42 8 3 1 4 5 9 1 , 3 1 3 AM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S US 1 TI M E NO R T H B O U N D SO U T H B O U N D NO R T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 08 : 0 0 A M 0 9 : 0 0 A M 30 4 4 7 4 1 4 8 3 5 7 0 5 4 4 1 1 3 2 3 1 4 5 0 3 1 7 7 0 1 8 5 0 1 1 9 1 9 6 9 5 , 7 0 5 PE A K H O U R F A C T O R 0. 8 2 0. 9 6 0. 9 2 0.950.96 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 SW 5 8 t h A v e n u e SW 7 0 t h S t r e e t Su n s e t P l a c e US 1 SW 5 8 t h A v e n u e S W 7 0 t h S t r e e t 7_ S W 5 8 t h A v e n u e _ S W 7 0 t h S t r e e t & U S 1 DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : S u n s e t P l a c e P r o j e c t N u m b e r : 16120 Lo c a t i o n : S W 5 8 t h A v e n u e / S W 7 0 t h S t r e e t & U S 1 C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D NO R T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 3 0 P M 0 4 : 4 5 P M 31 1 4 2 9 7 4 8 9 0 2 6 1 1 5 8 5 1 7 52 5 63 6 6 6 4 2 1 , 3 5 6 04 : 4 5 P M 0 5 : 0 0 P M 27 1 1 2 5 6 3 6 1 0 1 7 7 8 9 4 4 5 45 4 62 6 1 1 6 3 7 1 , 2 3 2 05 : 0 0 P M 0 5 : 1 5 P M 25 1 2 3 0 6 7 9 0 0 3 8 1 2 8 5 5 8 2 58 7 65 7 7 6 6 4 1 , 4 4 6 05 : 1 5 P M 0 5 : 3 0 P M 38 1 2 3 2 8 2 9 2 0 2 8 1 2 0 8 5 1 4 52 2 51 5 9 5 2 4 1 , 2 4 8 05 : 3 0 P M 0 5 : 4 5 P M 31 9 3 6 7 6 6 9 0 2 7 9 6 5 5 4 5 55 0 60 9 1 6 6 2 5 1 , 3 4 7 05 : 4 5 P M 0 6 : 0 0 P M 19 1 4 3 1 6 4 8 4 0 1 9 1 0 3 5 5 2 8 53 3 55 2 5 5 5 7 1 , 2 5 7 06 : 0 0 P M 0 6 : 1 5 P M 16 1 8 3 1 6 5 8 0 0 3 4 1 1 4 4 5 4 1 54 5 57 1 5 5 7 6 1 , 3 0 0 06 : 1 5 P M 0 6 : 3 0 P M 20 1 0 4 2 7 2 8 1 0 2 9 1 1 0 4 5 0 8 51 2 60 0 6 6 0 6 1 , 3 0 0 PM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S US 1 TI M E NO R T H B O U N D SO U T H B O U N D NO R T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 05 : 0 0 P M 0 6 : 0 0 P M 11 6 4 8 1 3 3 2 9 8 3 4 5 0 1 1 5 4 6 0 2 4 2 2 3 4 0 2 2 5 8 0 2 4 0 3 3 8 2 4 4 1 5 , 4 5 7 PE A K H O U R F A C T O R 0. 8 8 0. 8 7 0. 9 3 0.890.92 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 US 1 SW 5 8 t h A v e n u e S W 7 0 t h S t r e e t SW 5 8 t h A v e n u e S W 7 0 t h S t r e e t 7_ S W 5 8 t h A v e n u e _ S W 7 0 t h S t r e e t & U S 1 DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : P r o j e c t N u m b e r : 1 6 1 2 0 Lo c a t i o n : S u n s e t P l a c e D r i v e w a y & U S 1 C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D NO T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 07 : 0 0 A M 0 7 : 1 5 A M 0 0 1 1 0 76 9 1 4 7 8 3 9 4 8 0 4891,273 07 : 1 5 A M 0 7 : 3 0 A M 0 0 2 2 0 68 7 5 6 9 2 1 2 4 4 4 4561,150 07 : 3 0 A M 0 7 : 4 5 A M 0 0 1 1 0 78 4 1 3 7 9 7 1 1 4 7 6 4871,285 07 : 4 5 A M 0 8 : 0 0 A M 0 0 1 1 0 85 4 9 8 6 3 1 0 4 7 7 4871,351 08 : 0 0 A M 0 8 : 1 5 A M 0 0 2 2 0 76 7 9 7 7 6 1 2 5 0 4 5161,294 08 : 1 5 A M 0 8 : 3 0 A M 0 0 3 3 0 75 1 1 5 7 6 6 8 4 5 5 4631,232 08 : 3 0 A M 0 8 : 4 5 A M 0 0 1 1 0 75 5 1 1 7 6 6 1 0 4 6 7 4771,244 08 : 4 5 A M 0 9 : 0 0 A M 0 0 4 4 0 75 9 6 7 6 5 3 4 5 9 4621,231 AM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S US 1 TI M E NO R T H B O U N D SO U T H B O U N D NO T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 07 : 3 0 A M 0 8 : 3 0 A M 0 0 7 7 0 0 0 0 0 3 2 5 1 4 7 3 2 9 8 4 2 1 9 6 9 0 2 0 1 2 5 , 3 1 7 PE A K H O U R F A C T O R 0. 5 8 NA 0. 9 3 0.950.96 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 Su n s e t P l a c e US 1 Su n s e t P l a c e D r i v e w a y Su n s e t P l a c e D r i v e w a y 8_Sunset Place Driveway & US 1 DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : S u n s e t P l a c e P r o j e c t N u m b e r : 16120 Lo c a t i o n : S u n s e t P l a c e D r i v e w a y & U S 1 C o u n t D a t e : 9/8/2016 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : T h u r s d a y TI M E NO R T H B O U N D SO U T H B O U N D NO R T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 0 0 P M 0 4 : 1 5 P M 0 0 2 2 0 55 4 9 5 6 3 1 6 4 2 6431,208 04 : 1 5 P M 0 4 : 3 0 P M 0 0 8 8 0 47 9 1 2 4 9 1 6 6 3 7 6431,142 04 : 3 0 P M 0 4 : 4 5 P M 0 0 9 9 0 61 7 1 1 6 2 8 9 6 6 4 6731,310 04 : 4 5 P M 0 5 : 0 0 P M 0 0 1 1 1 1 0 55 4 1 3 5 6 7 7 5 2 4 5311,109 05 : 0 0 P M 0 5 : 1 5 P M 0 0 1 0 1 0 0 58 6 1 3 5 9 9 6 6 2 5 6311,240 05 : 1 5 P M 0 5 : 3 0 P M 0 0 7 7 0 56 4 1 6 5 8 0 8 5 5 7 5651,152 05 : 3 0 P M 0 5 : 4 5 P M 0 0 2 2 0 57 6 1 4 5 9 0 4 5 7 6 5801,172 05 : 4 5 P M 0 6 : 0 0 P M 0 0 9 9 0 55 4 5 5 5 9 1 1 6 0 6 6171,185 PM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y ANN U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S US 1 TI M E NO R T H B O U N D SO U T H B O U N D NO R T H E A S T B O U N D SO U T H W E S T B O U N D G R A N D IN T E R V A L L T R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 3 0 P M 0 5 : 3 0 P M 0 0 3 8 3 8 0 0 0 0 0 2 3 9 1 5 5 2 4 4 5 3 1 2 4 4 1 0 2 4 7 2 4 , 9 5 5 PE A K H O U R F A C T O R 0. 8 4 NA 0. 9 5 0.890.92 No t e : 2 0 1 5 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 3 US 1 Su n s e t P l a c e D r i v e w a y Su n s e t P l a c e D r i v e w a y 8_Sunset Place Driveway & US 1 DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : P r o j e c t N u m b e r : 1 6 1 2 0 Lo c a t i o n : S u n s e t P l a c e D r i v e w a y / S W 5 8 t h A v e n u e / S W 7 1 s t S t r e e t C o u n t D a t e : 5/17/2017 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : W e d n e s d a y TI M E NO R T H B O U N D SO U T H B O U N D GRAND IN T E R V A L LT R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 07 : 0 0 A M 0 7 : 1 5 A M 32 5 1 5 4 3 0 0 0 0 1 5 0 6 0 0 5 5 5 4 07 : 1 5 A M 0 7 : 3 0 A M 54 3 1 5 6 3 0 0 0 0 1 5 1 7 5 0 7 1 2 8 2 07 : 3 0 A M 0 7 : 4 5 A M 03 0 1 9 4 9 0 0 0 0 0 3 2 5 2 0 8 1 0 6 4 07 : 4 5 A M 0 8 : 0 0 A M 03 7 1 4 5 1 0 0 0 0 0 1 1 2 5 0 6 1 1 6 4 08 : 0 0 A M 0 8 : 1 5 A M 24 5 3 6 8 3 0 2 0 2 0 3 3 6 5 0 1 0 1 5 1 0 6 08 : 1 5 A M 0 8 : 3 0 A M 33 3 2 7 6 3 0 0 0 0 1 3 6 1 0 2 0 7 9 8 2 08 : 3 0 A M 0 8 : 4 5 A M 33 4 2 9 6 6 0 2 0 2 0 4 2 6 3 0 2 5 7 9 08 : 4 5 A M 0 9 : 0 0 A M 02 3 2 9 5 2 0 2 0 2 0 1 2 5 1 7 5 0 6 1 1 8 2 AM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y AN N U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S TI M E N O R T H B O U N D S O U T H B O U N D E A S T B O U N D W E S T B O U N D G R A N D IN T E R V A L LT R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 08 : 0 0 A M 0 9 : 0 0 A M 813 6 1 2 2 2 6 7 0 6 0 6 1 2 2 1 6 3 9 1 5 0 2 5 4 0 3 5 2 PE A K H O U R F A C T O R 0. 8 0 0. 7 5 0. 5 7 0.670.82 No t e : 2 0 1 6 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 1 Su n s e t P l a c e SW 7 1 s t S t r e e t Su n s e t P l a c e G a r a g e D r i v e w a y SW 7 1 s t S t r e e t Su n s e t P l a c e G a r a g e D r i v e w a y EA S T B O U N D W E S T B O U N D SW 5 8 t h A v e n u e SW 5 8 t h A v e n u e 9_ S u n s e t P l a c e D r i v e w a y _ S W 5 8 t h A v e _ 7 1 s t S t DA V I D P L U M M E R & A S S O C I A T E S , I N C . TU R N I N G M O V E M E N T C O U N T S Pr o j e c t N a m e : S u n s e t P l a c e P r o j e c t N u m b e r : 16120 Lo c a t i o n : S u n s e t P l a c e D r i v e w a y / S W 5 8 t h A v e n u e / S W 7 1 s t S t r e e t C o u n t D a t e : 5/17/2017 Ob s e r v e r : T r a f f i c S u r v e y S p e c i a l i s t s , I n c . D a y o f W e e k : W e d n e s d a y TI M E NO R T H B O U N D SO U T H B O U N D EA S T B O U N D WE S T B O U N D GRAND IN T E R V A L LT R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 04 : 0 0 P M 0 4 : 1 5 P M 53 6 1 7 5 8 0 1 0 1 1 3 8 1 2 1 4 1 2 7 4 2 1 1 3 04 : 1 5 P M 0 4 : 3 0 P M 53 7 2 2 6 4 0 4 0 4 4 6 1 1 2 1 1 3 1 2 3 3 7 1 2 6 04 : 3 0 P M 0 4 : 4 5 P M 23 9 2 5 6 6 0 1 0 1 1 6 9 1 6 1 1 0 3 4 4 5 1 2 8 04 : 4 5 P M 0 5 : 0 0 P M 33 7 1 9 5 9 0 1 0 1 8 5 5 1 8 1 0 0 3 0 4 0 1 1 8 05 : 0 0 P M 0 5 : 1 5 P M 34 1 2 7 7 1 0 1 0 1 4 3 5 1 2 1 1 1 2 4 3 6 1 2 0 05 : 1 5 P M 0 5 : 3 0 P M 44 5 2 1 7 0 0 0 0 0 0 6 8 1 4 1 5 1 3 4 5 0 1 3 4 05 : 3 0 P M 0 5 : 4 5 P M 24 2 2 3 6 7 0 1 0 1 2 8 3 1 3 1 8 1 1 9 3 8 1 1 9 05 : 4 5 P M 0 6 : 0 0 P M 34 8 2 7 7 8 0 1 0 1 4 1 2 4 2 0 1 5 3 2 2 4 0 1 3 9 PM P E A K H O U R T U R N I N G M O V E M E N T C O U N T S U M M A R Y AN N U A L A V E R A G E D A I L Y T R A F F I C C O N D I T I O N S TI M E N O R T H B O U N D S O U T H B O U N D E A S T B O U N D W E S T B O U N D G R A N D IN T E R V A L LT R T O T A L L T R T O T A L L T R T O T A L L T R T O T A L TOTAL 05 : 0 0 P M 0 6 : 0 0 P M 121 7 8 9 9 2 8 9 0 3 0 3 1 0 2 9 2 0 6 0 6 0 6 1 0 0 1 6 6 5 1 7 PE A K H O U R F A C T O R 0. 9 2 0. 7 5 0. 7 4 0.820.92 No t e : 2 0 1 6 F D O T P e a k S e a s o n C o n v e r s i o n F a c t o r = 1 . 0 1 SW 5 8 t h A v e n u e SW 7 1 s t S t r e e t Su n s e t P l a c e G a r a g e D r i v e w a y SW 7 1 s t S t r e e t Su n s e t P l a c e G a r a g e D r i v e w a y SW 5 8 t h A v e n u e 9_ S u n s e t P l a c e D r i v e w a y _ S W 5 8 t h A v e _ 7 1 s t S t DA V I D P L U M M E R & A S S O C I A T E S , I N C . PE D E S T R I A N & B I C Y C L E C O U N T S Su n s e t P l a c e P r o j e c t N u m b e r : 16 1 2 0 Tr a f f i c S u r v e y S p e c i a l i s t s , I n c . C o u n t D a t e : 9/ 8 / 2 0 1 6 Th u r s d a y 07 : 3 0 A M 0 8 : 3 0 A M 07 : 3 0 A M 0 8 : 3 0 A M 07 : 3 0 A M 0 8 : 3 0 A M NB 2 4 3 3 6 5 SB 10 1 4 1 2 7 4 6 NE B 5 2 4 7 7 7 US - 1 SW B 5 1 0 8 1 5 3 Ma d r u g a A v e n u e NB - - - - - - SB - - - - - - EB - - - - - - Ma d r u g a A v e n u e W B - - - - - - Sa n R e m o A v e n u e NB 1 1 1 8 7 6 2 7 5 SB 0 1 1 2 6 2 5 2 6 EB 2 4 3 3 4 4 Sa n R e m o A v e n u e W B 2 3 3 1 4 3 6 2 5 Sa n I g n a c i o A v e n u e NB 0 0 0 1 2 2 SB 0 0 0 1 2 2 EB 0 0 0 0 0 0 Sa n I g n a c i o A v e n u e W B 2 4 3 1 1 2 8 2 0 Su n s e t D r i v e NB 0 1 1 1 0 1 3 1 2 SB 9 2 6 8 1 8 1 3 EB 1 3 2 0 4 2 Re d R o a d W B 0 1 1 3 2 3 1 3 SW 5 8 t h A v e n u e NB 15 7 1 1 1 2 2 7 SB 6 1 4 9 2 7 1 8 EB 3 3 3 9 2 2 1 6 Re d R o a d W B 4 2 3 6 1 3 1 0 Su n s e t P l a c e D w y NB 2 3 3 5 1 1 5 3 3 SB 4 9 7 1 2 1 7 1 5 NE B 4 3 4 8 1 4 9 6 5 Su n s e t P l a c e D w y SW B 0 0 0 0 3 2 SW 5 8 t h A v e n u e NB 1 2 2 3 1 2 SB 0 0 0 0 0 0 NE B 0 0 0 0 0 0 * O n e B i k e o b s e r v e d c r o s s i n g b e t w e e n S a n I g n a c i o A v e a n d S a n R e m o A v e SW B 0 0 0 0 0 0 fr o m : to : 8) U S – 1 / S u n s e t P l a c e Dr i v e w a y Bi k e s 3) R e d R o a d / S a n R e m o Av e n u e 4) R e d R o a d / S a n I g n a c i o Av e n u e 1) U S - 1 / R e d R o a d 2) R e d R o a d / M a d r u g a Av e n u e fr o m : Re d R o a d * TO T A L AM P E A K H O U R to : to : 5) R e d R o a d / S u n s e t Dr i v e 6) S u n s e t D r i v e / S W 5 8 Av e n u e 7) S W 5 8 A v e n u e / U S - 1 US - 1 fr o m : Re d R o a d Su n s e t D r i v e US - 1 fr o m : to : fr o m : to : fr o m : Peak Period SE G M E N T to : fr o m : to : Re d R o a d 4 1 3 Pr o j e c t N a m e : Ob s e r v e r : - - - IN T E R S E C T I O N Ap p r o a c h Re d R o a d Pe d e s t r i a n s Pe a k Ho u r Pe a k Ho u r D a y o f W e e k : Ja y w a l k e r s 1 3 2 1 1 1 11 1 7 1 4 0 0 0 18 2 2 2 0 1 0 1 Pedestrians_Bikes_Jaywalkers DA V I D P L U M M E R & A S S O C I A T E S , I N C . PE D E S T R I A N & B I C Y C L E C O U N T S Su n s e t P l a c e P r o j e c t N u m b e r : 16 1 2 0 Tr a f f i c S u r v e y S p e c i a l i s t s , I n c . C o u n t D a t e : 9/ 8 / 2 0 1 6 Th u r s d a y 04 : 3 0 P M 0 5 : 3 0 P M 04 : 3 0 P M 0 5 : 3 0 P M 04 : 3 0 P M 0 5 : 3 0 P M NB 6 2 4 2 5 1 6 2 1 SB 16 1 4 1 5 1 2 8 1 0 EB 15 4 1 0 2 1 3 2 2 7 US - 1 W B 4 1 0 7 2 1 1 1 1 6 Ma d r u g a A v e n u e NB 0 0 0 1 1 1 SB 0 0 0 0 0 0 EB 0 0 0 0 0 0 Ma d r u g a A v e n u e W B 3 0 2 5 5 5 Sa n R e m o A v e n u e NB 1 1 1 8 1 6 2 7 2 SB 5 0 3 8 4 7 4 7 9 EB 9 4 7 2 2 1 1 1 7 Sa n R e m o A v e n u e W B 6 3 5 2 4 8 1 6 Sa n I g n a c i o A v e n u e NB 0 0 0 1 1 1 7 1 4 SB 0 0 0 6 2 4 EB 0 0 0 0 0 0 Sa n I g n a c i o A v e n u e W B 2 3 3 4 4 1 7 3 1 Su n s e t D r i v e NB 3 1 2 3 4 2 6 3 0 SB 0 2 1 3 8 3 5 3 7 EB 2 4 3 3 3 2 5 2 9 Re d R o a d W B 0 1 1 2 1 1 6 1 9 SW 5 8 t h A v e n u e NB 2 5 4 3 0 2 SB 0 0 0 2 5 4 2 3 4 EB 1 1 1 7 2 3 1 5 Re d R o a d W B 2 0 1 2 2 2 2 2 2 Su n s e t P l a c e D w y NB 2 3 3 6 7 3 3 5 0 SB 8 3 6 9 8 9 EB 1 3 2 1 2 3 7 0 9 7 Su n s e t P l a c e D w y W B 0 0 0 0 0 0 SW 5 8 t h A v e n u e NB 2 2 2 1 1 1 SB 0 0 0 0 0 0 EB 0 0 0 0 1 1 W B 0 0 0 0 0 0 8) U S – 1 / S u n s e t P l a c e Dr i v e w a y TO T A L 29 2 8 2 9 7) S W 5 8 A v e n u e / U S - 1 US - 1 fr o m : - 4 4 to : 6) S u n s e t D r i v e / S W 5 8 Av e n u e US - 1 fr o m : - 0 0 to : 5) R e d R o a d / S u n s e t Dr i v e Su n s e t D r i v e fr o m : 4 1 4 9 to : 4) R e d R o a d / S a n I g n a c i o Av e n u e Re d R o a d fr o m : 1 0 1 to : 3) R e d R o a d / S a n R e m o Av e n u e Re d R o a d fr o m : 19 5 1 2 to : 2) R e d R o a d / M a d r u g a Av e n u e Re d R o a d fr o m : 2 5 3 to : 1) U S - 1 / R e d R o a d Re d R o a d fr o m : 3 0 1 to : Pr o j e c t N a m e : Ob s e r v e r : D a y o f W e e k : PM P E A K H O U R IN T E R S E C T I O N Ap p r o a c h Bi k e s Pe a k Ho u r Pe d e s t r i a n s Pe a k Ho u r SE G M E N T Ja y w a l k e r s Peak Period Pedestrians_Bikes_Jaywalkers USl&REDROAD MIAMI, FLORIDA COIJNTED BY: M. CRUZ & L. PALOMINO SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENIIE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (s51) 272-3255 ALL VEI{ICLES SiEe Code : 00160193 start Dare: 09/o8/L6 Fi-le I.D. : US1_57AV Page : 1 RED ROAD From North uaurn Lert lus 1 | !rom EasE I rh',, Di ^LF I rr,,-- Lef E IRED ROAD | !rom Soutn I Thrrr Pi^hi I IrT,,'h t^€Fr\fYrrL I ufu!Ir lus 1 I rrom west I Thtrr Didhts i rF"rn I I I Thru RighE I Total Dar.e 09/08/16 --, . 07:30 07245 08:00 0 114 0 136 0 146 0 o 0 1 0 0 0 26 31 30 zo +z) ab za +fo z5 53 7]-4 16 55 722 20 00a720 0 0 85 25 009627 0 0 0 0 r52A 1437 15 01 28 46L r7 |0 0 100 321 7A 75i 12 | r 6?C08:15 0 0 II2 26 1 Hr ToEal 0 o 508 08:30 08:45 09:00 09:15 747 138 125 82 r-13 | 31 | 3e I -' I 42 1 L25 107 29 | 33 I 34 1 33 |L47 9 97 1807 77 |0 369 104 |253 2792 90 | 6205 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 24 48s 191 2 25 424 18i 0 28 442 1sl 0 26 420 181 0 s6 684 36 I 1636 0 77 650 39 | ]552 0 s6 677 33 | 1531 0 59 6R1 )c I Hr Total 492 14a I 2 ro3 r77L 10 |0 248 2692 133 I 5198411 * BREAK * l-6:30 L6t45 17:00 o92 096 075 0 1 0 qq 80 0 0 0 0 0 0 0 0 2 20 561 72 o245448 7 25 593 15 0 5s 492 16 0 38 430 23 0 40 554 34 r- 16 134 t-04 97 23 20 19 20 L47 L 7417 L540 17:15 0 0 72 73 1 o 77 458 721 o 38 495 ?4 I Hr Total 1 0 335 334 |3 86 2]-56 4? | 3 18 ss1 131 0 11 507 181 7 26 s01 141 o 24 s36 181 45L 62 |0 r7r r97I 107 i 5744 17:30 0 0 17:45 0 1 18:00 0 0 18:15 0 0 113 80 I 87 s8l 90 '|e I 96 811 0 0 r29 261 0 0 722 231 0 0 e8 2ol 0 0 72L 23l 0 0 0 0 39 s41 19 | !532 2s 526 29 | L4O7 54 513 23 | 1419 35 501 2?. | 14q8 Hr Tot.aL 0 1 386 2e8 |4 79 2095 63 |0 0 470 921 1s4 2081 93 | 5816 iTOTAL*1727 7429 25t 17 01 4o7 I365 826 9s36 423 | 23963 US1&REDROAD MIAMI, FLORIDA COUNTED BY: M. CRUZ & L. PALOMINO SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FIORIDA PHONE (s61)272-325s Site Code : 00160193 sEart Date: 09/08/L6 File I.D. : US1_57AV Page : 2 RED ROAD From North lus 1 I From East I RED RoAD I From SouEh lus 1 | !rom wesErttl uTurn Left Thru Right I ururn Left Thru Right I uTurn Lefr Thru Rj.ghE I uTurn Lefr. Thru RighE I Toral Dare 09/08/16 - --------- Peak Hour Analysis By Entire IntersecEion for the Period; 07:30 Eo 09:30 on 09/08/16 Peak start 08:00 Vo1ume 0 PercenE 0t Pk tot.al 669 Highest 08:30 volume 0 Hi t.oEal 778 PHF .94 US ]- 0 L,828 L26 | 08:00 126 | 2 101 rA2A 1'1 19t | 0t 5t 91t 4t 08:00 o 266 2809 I27 0t 8t 88r 4t 3202 08:1-5 | 2008 I oB:30 0 L47 311 O 24 48s 19 I s2s | .es RED ROAD - 126 543 0 543 0t 819 L,954 08:00 00 0* 0$ 549 08:30 00 154 .89 428 r2L 78t 22* L2529 0 78 753 863 32 255 428 77 ]-26 543 771 669 1.440 | ALL VEHICLES 5, l_56 4 ,938 Intersecti-on Total 6 ,428 1- ,322 t'2 ,00 r,828 L,828 zoo 266 ,2O23 103 2 ,930 US1 103 0 2,g0g T2T 2 ,8O9 2 ,809 L27 L27 .0 549 428t_03 543 127 773 428 RED ROAD US1&REDROAD MIAIVII , FLORIDA COUNTED BY: M. CRUZ & L. PAITOMINO SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC 95 SE 4TH AVENUE, UNIT ].09 DELRAY BEACH, FLORIDA pHoNE (s51) 272-3255 ALL VEHICIJES site code : 00160193 start Dater 09/08/16 File I.D. : US1_57AV Page : 3 RED ROAD From North lus 1 l !rom Easc, IRED RoAD | !rom souEn | 1?;30 2095 631 0 O 47O 92 93t 3t | 0t o* 84t 16t lus 1 | !rom west rlt UTurn Left Thru Right I UTurn Left Thru Right I UTurn LefE Thru Right. I UTurn Left. Thru Right ToEal Date 09/08/76 ----- Peak Hour AnaLysis By Entire fnEersection for the Period: 16:30 t,o 18:30 on 09/08/f6 Peak start. 17:30 Volume 0 l- 386 298 Percent 0t 0t 56t 44t Pk total 685 Highest. 17:30 volume 0 0 Ll-3 80 Hi total l-93 PHF .89 US1 0 2 ,095298 2,393 154 r54 2,08r 2 ,08r | 17:30 | + 79 lot4+ | 224r I 17:30 1-7:30 0 154 0t 7\ 2328 17:30 0 39 599 .97 2081 93 89r 4t | 3 r.8 ssl I s8s | .e6 | 562 | 12:30 13 1 00J,2926 I lss | .el 541 298 RED ROAD 385 1,54 470 53 298 386 687 ot'5 1, .372-, . ALL VEHICLES 4,72I 4 ,4L5 Intersection Tot.aIq 414J t vLv I, r24 83 83 12,24 . 2,095 2 ,095 ,328 I 2 93 93 2,r74 US1 1 2 ,08L 92 .0 562 . 47083 386 93 562 470 RED ROAD US1&REDROAD MIAMI , FI,ORIDA COUIvTED BY: M. CRUZ & IJ. PALOMINO SIGNALIZED TRAFFIC SURVEY SPEC]AIISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA Pr{oNE (s51)272-3255 PEDESTR]ANS & BIKES site code : 00160193 start Dare: 09/0a/).6 Fil-e I-D. : US1_57AV Page : 1 I RED RoAD I From SouEh I Left BrKEs Right Peds I Left BrKEs Rlght peds i Left, BrKEs RighE peds I LefE BrKES Right peds I rotal DaEe 09/0A/16 ----- RED ROAD From North lus 1 I From East I lus 1 | !rom wesc I 07:30 0 2 O 4 07:45 0 5 0 2 O8:00 0 l- 0 1 0 0 0 08:15 O 2 0 0 | q 0 1 0 0 0 0 00l 0 0 2l ) 0 2 1 0 0 0 0 0 0 0 0 2 2 1 0 L2 10 9 9 01 00 o2 001 000 200 0 4l Hr Total 0 10 0 'tl o 1l 2 o 3l 0 7l 0 0 o 0l 2l 3l 40 1L 7 19 08:30 08:45 09:00 0 0 0 2 2 8 0 0 0 0 0 0 1 1 6 0 0 0 0 0 0 0 t- 0 3 0 0 0 0 0 I 1 3l 1l ol 2l 0l .l 2l ol 2l 0 0 0 Hr Total 74 4l * BREAK 0 6l 7l0 15:30 O 2 0 16:45 0 5 0 17:00 0 5 0 17:15 0 4 0 2l sl sl 0l ol -lol 4l 11 { 0 0 0 0 L 0 3 0 0 0 0 0 0 0 0 o 5 3 ? 15 33 3l- 41 05 04 03 0001 0205 0107 0 3 0 11 |nol Hr Total 0 16 0 L2 l 2l 2l ol 7l 0 6 o 2sl 17:30 0 3 0 0l 0 3 0 L7:45 0 5 0 31 0 3 18:00 0 3 o 41 0 o o 18:15 0 3 0 1 I O 4 O 0 0 0 2l 0 27 1 L20 23 30 20 24 0 1 0 5l o 0 o sl 0 1 0 4l 0 0 0 o 3 o 6l 0 0 \2 1 1 0 7l 0 0 1l Hr ToEal 0 14 0 81 0 10 O 11 |0 2 0 15 1 4 0 32 1 97 *TOTAL*?1 I L429 5U I 67 | 309 ruA^:, ::: ru,jr.u {{2$5LJ -+ -+'F + <- -r- --/ - - -- --/, I 0lr I C,o(aL Qablesflofidau Agrit- Ot,Zo t4 dro.tr". b$: t tS P"to{r4+no : S. MADRUGA AVENUE & RED ROAD MIAMI, FLORIDA COUNTED BY: MARCELLO MINO-WILZEK NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS. INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (561) 272-3255 A!1r VEHICLES site code : 00160193 sEart Date: 09/08/L6 File I.D. : MADRSTAV Page : 1 RED ROAD From NorEh uturn Lert IMADRUGA AVENUE l from gast 0 13 0 L1 o23 IRED ROAD i From Southtl Thru Rj.ght I uTurn IJefE Thru Right I uTurn t----- I From west I Th?rr Di^hF I IITrrrh r^Ft ^rYrru i uru!rrLefb Thru Right 'IOtar 07:30 07 :45 08:00 08:15 r21 0 151 0 156 0 06 06 0 17 1 0 1 1 29 2L 33 0 0 89 24 009725 009625 0 0 0 0 0 0 0 o 0 0 0 0 ol ol ol ol 243 32r 351 r44 0l 0 18 0 6 I 0 0 126 321 Hr Tota1 08:30 08:45 09:00 0 41 L64 0 31 1,72 l- 34 L49 138 41 l 130 37 | 113 2t I 124 Z7 | ol ol ol ol 111 582 0 65 0 35 |0 408 106 | 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o I4 8 9 10 1a I ru I 11 | 10 1 0 0 0 0l 0 0 o ol 0 0 0 0l 01 1" 3 1,0 410 388 338 31509:15 0 23 111 0 |0 0 0 0l H|f otat L I29 596 ol 43 1 )u) rJo I 0001451 .- - * BREAK * 4! 16:30 1-6:45 17:00 o].21150 0181180 o231130 15 2? 18 |0 0 87 19 | 10IL420 0 0 133 23 0 0 110 26 0 0 0 0 77 18 t_5 0 0 0 0 0 o 0 0l 0 0 0 0l 0 o o 0l 294 335 3r7 17:15 0 20 I02 0 |0 0 0 0l Hr Total 0 73 44a 1 0 444 881 0 0 r"33 18 1 0 0 r23 161 0 0 101 lsl 0 o 90 271 0 0 ol 7271, 330 301 312 0 0 0 0 I 303 l-?:30 L7 :45 18:00 18: l-5 22 726 29 89 30 118 0 10 0 20 1 0 0 o ol ol ol ol an I 0 20 | o 24 1 o 32 | o o o 0l 0 0 0 0l o o 0 ol r20 0l 0 19 0 23 | Hr Total 105 453 ol 0 65 o eel0 0 447 761 0 0 0l 1246 *TOTAL*418 20'19 ol 248 aEi I ol 52r81804406 | MADRUGA AVENUE & RED ROAD MIAMI, FLORIDA COUNTED BY: MARCELLO MINO-WIIJZEK NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (551) 272-3255 ALL VEHICLES Sit,e Code : 00160193 sEart Date: 09/08/1,6 File I.D. : MADRSTAV Page : 2 RED ROAD From Norbh Peak start. 08:00 Volume 2 I33 636 0 Percent 0t 17\ 82+ 0t Pk toEal 7'71 HighesE 08:30 Volume 0 41 164 0 Hi tot.al 2O5 PHF .94 08:00 o23017 40 .68 08:00 0 0 490 13s 0t 0t 78t 22* 625 08:30 0 0 138 47 179 .87 0 490 45 . 490 MADRUGA AVENUE From East IRED ROAD | lrom Soucn I t--- | lrom wegc I Total DaEe 09/08/76 ---- - Peak Hour Analysis By Entire IntersecLion for the Period: 07:30 t.o 09:30 on 09/O8/L6 UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I LrTurn Left Thru Right 08:00 063 0* 58* 108 045 0t 421 08:00 00 0t 0t 0 07:30 00 0 .0 00 0t 0t 0 0 0 0l 6351 135 535 I'I tL 1.306., RED ROAD 01. 5361. t_3s 63 536 0 .0 I IVEHTCTJES -- |'AlrLr Vllt:llU!l1i> | | 1oB o,llrlrl037BL.' I'l tl0 | fntersection Total- | I | 1,s04 | 270rrl 63 135 0 135tllll I nnaDRUGA AVENUE r ,324 625 699 490 RED ROAD MADRUGA AVENUE & RED ROAD MIAMI , F],ORIDA COUNTED BY: MARCELLO MINO-WILZEK NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, TJNIT 109 DELRAY BEACH, FLORIDA PHONE (561) 272-3255 ALL VEHICIJES site code : 00150193 start Date: 09/08/16 Fi-1e LD. : MADR5TAV Page : 3 i----' I From west I UTurn Left Thru Ri.ght I UTurn Left Thru Right I UTurn Left Thru RighE I UTurn Lefr Thru Right TotaL Date 09/08/16 ------- Peak llour Analysis By Entire Intersection for the Period: 16:30 to 18:30 on 09/08/16 Peak start 17:30 RED ROAD From North IRED RoAD I From south I IMADRUGA AVENUE I Fr^n Frat I | 164 | 18:00 0 I 0 r-6 0 148 | .85 I tr: lo volume I 105 453 0l 0 65 Percent 0t 19t 81t 0t | 0t 4Ot PK Cotaf 55v Highest 17:30 Volume I 22 726 H1 tota] 1,4 9 PHF .94 0 0 0* 99 60t 32 RED ROAD 453 447 76 85* 15$ 17:30 00 0* 0* 523 L7:30 00 I5I .87 17:30 0 0+ 0 0?:30 0 0 .0 00 0? 0+ 0 0t 0133 106 0 441 99 0 0 0 453 IUO 'l55v 55 453 0 .0 546 523 . 447 65 105 0 76 518 447 RED ROAD MADRUGA AVENUE & RED ROAD MIAMI, FLORIDA COUNTED BY: Mi\RCELLO MINO-WILZEK NOT SIGNALIZED TRAFFIC ST'RVEY SPECIAIJISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (561) 272-3255 .fAYWALKERS Site Code : 001601-93 start. Dat.e: 09/08/15 File I.D. : MADR5TAV Page : 1 ttt uTurn Left Thru Right I ururn Left. Thru Right. I ururn Lefr Thru Righr, I ururn Lefr rhru Righr. RED ROAD From North 0 0 IMADRUGA AVENUE I From EasE 0 0 0 0 0 0 IRED ROAD I From south 0 0 0 t----- I From west 0 0 0 Total 17:00 ol ol ol 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 ol ol oi Hr Total ol0 0 ol ol ol0 *TOTAL* \ ol ol ol ol w^t-(eJJ BeA^-'ea*l nNp?qA UJ( P$I o MADRUGA AVENUE & RED ROAD MIAMI, FLORIDA COUNTED BY: MARCELLO MINO-WIIJZEK NOT SIGNALIZED TRAPPIC SURVEY SPECIALISTS, INC 85 SE 4TH AVENUE, UNIT ].09 DEI,RAY BEACH, FLORIDA PHONE (s51) 272-32ss PEDESTRIANS & BIKES sit.e code : 00160193 Start Date; 09/08/16 File I.D. : MADR5TAV Page : 1 rtl Left BrKEs Right Peds I Left. BrKEs Right peds I Left BrKES Right peats I Left BrKEs Right peds RED ROAD From NorEh 0 0 0 0 IMADRUGA AVENUE I from EasE 0 0 0 0 1 0 0 IRED ROAD I From South 0 0 0 o t----- I From West Total l-6:30 1,6: 45 17 r 00 17:1-5 0 o 0 0 0000 0000 0000 00 00 01 00 00 00 0 0 0 o 0 0 0 o 0 5 0 0l 1 7 1 0 ol o ol 0 0 0 0l 0 1l 0 0 0l)l0 0l 0 0 0l Hr aotal 17:30 I7 :45 18:00 l-8:15 0 0 2 0 0 0 0l 0 0 0 0l o o o ol ol ol ol 1l 0 0 0 o 0 0 0 0 0 0 0 0 ol 4l ol 1l 0 0 0 0 0 0 0 0 0 0 0 0 o 0 ol o o ol o 0 ol 0 0 0 0 Hr Tot.al ol 1l oi * TOTAIJ *ol 2l ol 15 ulA"h +[|] + ",h6{icvtti ,?br,'dc. Se p{gnUpza08, Zolb tr*^il t6 U"a P*\oy,r.'int> nor..3ivl6uV2pA J 1'l t I4 SAN REMO AVENUE & RED ROAD MIAMI, FLORIDA COTINTED BY: DREXYL EITNIEAR SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (561) 272-3255 AIJL VEHICLES Si.te Code : 00160193 start Date: 09/08/L6 File LD. : SANR5TAV Page : 1 RED ROAD From North Lllfurn Lef t, Thru rl Right I UTurn Left, Thru Righc, I ururn 0 0 1 2 I suNsET PLACE I I From west Itl Th'rr Di ^LF I rrr,,-- T.af F Thr,, Di dhF I Total I sAN REMo AVENUE I rrom East IRED RoAD | lrom Soucn Dat.e 09l08/16 ----- 07:30 07 :45 08:00 08:15 29 103 28 ].32 37 141 1 0 0 0 0 0 0 44 732 0l0 9 0 15 |li I 0 3 0 6l 0204 0116 0005 0842 0702 0504 0 0 0 0 117 f5l 119 159 9 27 27 275 340 404 Hr Total 08:30 O8 :45 09:00 09:15 0 15 0 13 0 10 0 20 | o 10 | o r.4 | 0 0 0 3 37 50 39 32 ol 1l 138 508 0 29 0 241 1-25 0 |ol 103 0l o 11 o 181 t34 13L 530 155 ).37 -" I 2t I 24 1 0 0 ? 0 0 0 0 0 0 6 r 22 | 13s8 402 375 375 0 0 0 4l 0 1 1 7l r 2 o 6l 324 Hr Total r 20 | 1476 16:30 L6: 45 17:00 l't:L5 0 18 l-00 O I o 24 113 0 2L6r280 0 16 111 0 1 | o 4e o 52 1 0 1 1 0 009824 0010513 l- 0 111 22 158 493 557 48 50 ,q I z>l 21 | I 11 8 349 365 36s 2)A 0 0 0 o 0 0 0 o 3 5 7 2 5 2 Hr Total 2 74 452 ol 1l ol ol 0l 207 49 44 33 rvo I 7 405 82ll I1 41 | 140319 17:30 L7 :45 18:00 18:15 0 19 100 o 2I \74 0 13 L2L 0 1 0 40 0 1? | 311141710 0 0 72 301 o 0 2 100 231 O 0 0 98 191 o 0 2s I 0 34 1 0 28 | o 12 | 360 1 61 323 2 el ztt 1 5 5 109 Hr Total r 58 450 1i L66 o r.o4 |3 384 891 t-5 6 36 | 7329 *TOTAL*438 190 3 10 t876 JOO I Lr> | )3bo2lT910 SAN REMO AVENUE & RED ROAD MIAMI, FI.ORIDA COUNTED BY: DREXYL EITNIEAR SIGNALIZED TRAFFIC STJRVEY SPECIALISTS, INC 85 SE 4TH AVENUE, I'NIT ]-09 DELRAY BEACH, FLORIDA PHONE (551) 272-3255 ALL VEHICLES Site Code : 00160193 StarE Dat.e: 09/08/16 File I.D. I SANR5TAV Page : 2 RED ROAD From NorEh I sAN REMo AVENUE | !rom EasE IRED ROAD I From south I suNsET PT,ACE I From west '10caa Dar.e 09/08/16 -- . - Peak Hour Analysj-s By Entire Intersect.ion for the Period: 07:30 to 09:30 on 09/08/16 Peak sEart. 08:15 rtl Lnurn Left Thru Right I UTurn Left Thru Right I U'rurn Left. Thru Right I uTurn Left Thru RighE I og'15 volume 0 170 522 11 0 4'7 o Percent 0t 25+ ?5\ 0t I Ot 44* Ot s6t 08:15 5U lt 0t 725 08:15 20 ].94 | 08,l-5 s90 130 | L 81t 18r | 33 | 31 I oe ':.s1s9 331 O le I .86 o r z3 19t 3t 74+ Pk Eotal 693 Highest 08:15 Volume 0 Hi t.otal 17 6 PlrF .98 SUNSET PLACE I roz | 08,30 44 r32 0l O 1s O 20 | 3s | .76 RED ROAD 522 522 693 4'7 522 23 .5 592 LrJJv - | | 50 I-l ALL VEHICLES -_-l ',.!!v'|1."'J'L-''j1D F; . lr rl lt74o8Ln' I'l | :31 | IntersecLion Tota1 |I r, ss6 | eorlll 1,7 0 7 s90 50 L70 557 725 . 590 l_3 170I 130 AVENUE 5 0 1 47 23 ttll-I sAN REMO J - 1 11'7 23 s90 RED ROAD SAN REMO AVENUE & RED ROAD MIAMI, FLORIDA COUNTED BY: DREXYL EITNIEAR S ICNALI ZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA r PHONE (551-) 272-3255 ALL VEHICLES site code ; 00160193 start Date: 09/08/16 File I.D- : SANR5TAV Page : 3 Peak sEart 16:45 Volume 2 7I 453 1 Percent 0t 13t 86t 0t Pk total 527 Highest 16:45 volume 2 L6 128 0 Hi tsoEal 146 PHF .90 SUNSET PI,ACE L2 0 1 IRED ROAD I From south I | 15:45 o 1021 4 a 42r 0r 33r I 1t 2+ 83t RED ROAD 453 L7 42r ro2 I soe | 17:30 2sl 3 1 114 L7 | 13s | .e4 16:45 017945 0t 24* 13? 63S 7I 17:15 07214 23 .77 LO2 RED ROAD From North SAN REMO AVENUE From East l snNsET Pr,AcE I from wesr I UTurn Left Thru RighE I Ufurn Left Thru Right I UTurn Left Thru Right I UTurn LefE Thru Right I Total DaEe 09/08/16 ----- Peak Hour Analysis By Entire Inbersection for the Period: L5:30 t,o 18:30 on 09/08/f6 L6: 45 4 202 ai b6i 308 1?:00 75 15t 'J. 64 0 90 .85 73 453 527 73 540 LO2 13 L'7 l-'7 zuo zvo L57 SAN REMO AVENUE '73 9 15 45 45 704 L2 427 RED ROAD SAN REMO AVENUE & RED ROAD MIAMI, FLORIDA COUNTED BY: DREXYL EITNIEAR S IGNALI ZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (551 )272-3255 .'AYWALKERS SiEe Code : 00150193 start DaEe: 09/08/L6 File I.D. : SANR5TAV Page : 1 rtl Lrrurn Left. Thru Right I UTurn Left Thru Right I UTurn Left, Thru Right I UTurn Left. Thru Right Dat.e 09/08/16 ----- RED ROAD From North 1 0 I 2 I SAN REMO AVENUE I t rom EasE. IRED ROAD lFrom Sout.h I SUNSET PLACE I From west 'IOCal 07:30 07 :45 08:00 O8:15 0000 0000 0000 0000 0000 0000 0000 0000 0000 000 000 000 1 0 1 HLIOtal 08 r 30 08;45 09:00 ol 0 0 1 0 0 0 0 0 0 09:15 0 0 0 0 I 0 0 0 0 | ol ol ol ol 0 0 o 0l 0 0 0 0l 0 o 0 0l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- 0 ol 0 0l 0 0l 0 0l 0 0l ol ol ol ol 0l Hr Total ol o o ol 0 0l ol l-6:30 1 0 0 0 l-5:45 1 0 0 0 17100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L I 0 0L?:l-5 0 0 0 0 { HrTot.al 2 0 0 ol ol ol ol l-8:l-5 0 0 0 0 | 17130 2 0 0 17:45 3 0 0 18:00 0 0 0 o o o ol 0 0 0 0l o o o ol 0 0 0 0l ol 0 0 0 0l ol o o o ol 0 0 0l o o o ol 0 0 0 0t 0l o o o ol o o o ol o o o ol 2 0 0 Hr ToEal 5 ol o o o olo o ol 0 0 0l *TOTALT 1a ol ol ol aHY t^/lAL4lFz/LJ 6caza* A Hk0lLv +4 ol 1,2 Qr-,no \ s Au SAN REMO AVENUE & RED ROAD MIAMI, FLORIDA COUNTED BY: DREXYL EITNIEAR SIGNALIZED TRAFFIC SURVEY SPECIAI,ISTS, INC 85 SE 4TH AVENUE, TJNIT 109 DELRAY BEACH, FIORIDA PHONE (561)272-3255 PEDESTRIANS & BIKES Site Code : 001501-93 start Date: 09/08/L6 File 1.D. : SANRSTAV Page : I RED ROAD From North 07:30 0 0 0 5 07:45 0 0 0 5 08:00 0 0 0 I I sAN REMo AVENUE I Fr^m F^aF I IRED RoAD I from south I I suNsET Pr,AcE | !rom wesc I Left. BIKES Right. peds I Lefr BIKES Righr Peds I Left BrKES Right. Peds I Left BIKES Right peds I ToEal Dare 09/08/15 -- ---- 0001 0003 0005 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 o 0 24 1 o o 20 | 1 o 18 | o 0 25 1 1 0 2 0l 30 34 4008:15 0 0 O 8 |o 2 0 sl Hrfocaf u 0 o 26 1 0 2 0 r.4l I o 87 | 08:30 08:45 09:00 09: 15 rv I 8l 7l 11 | 16 | 15 1 L7 l 14 | 3l ol ol 4l ol 135 31 32 4I 32 0 0 0 o 0 0 1 o 0 0 0 o 0 0 0 o 0 1 1 1 0 0 0 0 0 0 0 o 0 1 0 o 0 0 0 0 0 0 0 0 0 1 3 o 0 0 0 o sl 6l 8l 5l Hr Tot.al 15:30 0 15:45 0 17: O0 0 1 0 2sl 1 0 16 1 3 0 10 | 0 0 0 20 0 0 0 t1 0 1 0 36 0300 o 3 0 14 0001 4l 135 0404 0004 0209 57 49 62 17:15 0 0 0 33 |0 0 0 7l 00014 I 0 3 0 71 54 Hr ToLaL 0 17:30 0 l7 :45 0 18:00 0 0 84 | o 21 | o 1s I o 13 | 0 1?l 0 22 1 0 r-sl 0 6 o 24 1 0 1 0 81 |0 9 o 221 232 0 0 0 18115 0 0 O 25 | 0 11 0 0 o 5l o o o 2 | o o 0 0l 0 1 0 8l 0 0 0 0 1 0 0 0 0 0 o 0 1 1 0 0 0 0 1l 6l 2l 2l 43 48 33 Hillotaf u o '74 1 0 8l o o 62 1 11 |153 *TOTAL*,na I 6z I 40 I buFG.\" \^-ri\dwin5S d*7 r[fur, r, ldltltvl'u I +, I I ['vrv I Nr \t l.-l.(&v(,l"f ,?*^'d& S"tt",wbzrot , zotb <Ifa.tt,n Q: L^^r^ Po\ontDnO sftoi-:A SAN IGNACIO AVENUE & RED ROAD MIAMI, FLORIDA COU\ITED BY: SEBASTIAN SALVO NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FI,ORIDA PHONE (551) 272-3255 ALL VEHICLES Site Code : 00160193 start Date: 09/08/76 File 1.D. : SANISTAV Page : l- ll UTurn Left Thru Right I UTurn LefE Thru Right I UTurn Left n.rA nq/nq /1a --- RED ROAD From NorLh UTurn Left Thru Right I sAN rcNAcro AVENUE From East, IRED RoAD I From south t----- I From west 0 0 0 0 Thru RightTotal 07:30 07 :45 08:00 08Lr70 0191340 L261340 o 1 o '7 | 1 o 3 0 sl 0 o 3 o ol o o L25 26 0 150 20 0 143 14 000 000 000 285 331 32r 08:15 L 23 129 ol O 3 o sl o 0 184 151 o 0 0 I 361 Hr ToEal 2 76 514 08:30 08:45 09:00 09:15 ol ol ol ol ol ol oi OI 3>t 367 308 r 26 135 0 18 13? r 23 140 0 l-0 o7 06 0'7 0 8l o 10 | o 1sl re4 22 | r.53 23 | r.ss 26 | 141 25 l o 17 1 1 0 602 761 0 0 0l ]^298 0 1s 115 0lo 2 0 9l 10 20 00 00 0 0 0 0 0 0 0 0 0 0 0 0 Hr Total 2 82 528 ol o22 1 0 0 1 I 1s8 0l o 25 0 101 o 42 1 5s3 e5 | 13 L4 7 14 I ol 0 0 0 0 t428 - - * BREAK 16:30 16:45 17:00 L7 :75 61640 10 181 0 31730 020 o23 0 41 o 15 1 0 el o 18 | 00130 l- 0 115 0 0 13r- 10L20 0 0 0 0 0 0 0 0 0 0 0 0 3s0 353 373 337 HilroEat 17:30 L7 :45 18:00 1 10 773 L 12 764 t7170 o 53 I 0 0 0 0 2'7 676 0 |0 109 20496 48 I ol ol ol 27 2I 15 14 |4l 11 | -l ol ol ol ol 0l 1413 369 327 344 30018 :15 O 'L2 L44 0 I o o L27 17l 1 O 104 20l o o 727 4l 1 0 l,t-3 8l 0 0 0 0 000 000 000 000 Hr aocat 3 4L 651 ol 13 I 2 0 47L 49188 ol 1340 * TOTAf,*226 2369 ol 229 14a I ^-^ |zzzz zo> |ol SAN IGNACIO AVENUE & RED ROAD MIAJVII , FLORIDA COUNTED BY: SEBASTIAN SALVO NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (561) 272-3255 ALL VEHIC],ES Site Code : 00160193 start Date: 09/08/76 F1]e ].D. : SANI5TAV Page : 2 I sAN rcNAcro AVENUE I I From East I ll u:rurn Left, Thru Right I uT\rrn Left Thru RighE I UTurn LefE Thru Riqhb I UTurn Left Thru Riqht RED ROAD From NorEh RED ROAD From South t----- I !rom west I 08 : l-5 0 0t 0 07:30 0 0 .0 aotaa Dat.e 09/08/16 ----- Peak Hour Analysj-s By Entire fntersection for the period: 0?:30 to 09:30 on O9/OB/L6 Peak start 08:15 Volume 3 Percent 0t Pk t.otal 634 Highest 09:00 Volume 1 Hi total 164 PHF .97 RED ROAD 54L 0 696 3B 54L 634 93 734 90 541 t-4t 85* 0 0t | 08:15 I o 23 o 38 I 0* 38r 0t 62* | 61 I or, oo lo7o1s 122 | .6e 08:15 3 0t 786 O8:30 1 2r7 ql 0 0t 0 696 0t 89t I 87 I 11? | I I 22 1 I I 00 0t 0t 14023 t94 93 0 0 .3 786 rl 23 547 0 . 696 564 696 RED ROAD SAN IGNACIO AVENUE & RED ROAD MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO NOT SIGNALIZED TRAFFIC SURVEY SPECIAI,ISTS, INC 85 SE 4TH AVENUE, T'NIT 109 DELRAY BEACH, FLORIDA PHONE (561-)272-3255 ALL VEHICLES Sitse Code : 00160193 Sbart Date: 09/08/L6 FiIe I.D. : SANISTAV Page : 3 IRED RoAD I From souEhrtl trrurn Left Thru Right. I UTurn Left Thru Right. I UTurn Left. Thru Right. I uTurn Lefr Thru Right. Dat.e 09/08/16 --- -- Peak Hour Analysi,s By Entire InEersect.ion for lhe Period: 16:30 to 18:30 on O9/O8/t6 RED ROAD From North I sAN rcNAcro AVENUE I rrom naet t----- l !rom wesr I ToEal Peak sEarE l-6:45 Volume 2 31 685 Percent 0* 4$ 95t Pk total 1Lg HighesE 16:45 Vol ume 0 l- 0 181 Hi t.ot.al 191 PHF .94 15:45 01160 0* 69t 0$ r67 17: O0 0 41 59 .7L | 15:45 511 2 0 493 52 31t | 0r 0r 9ot 1or I sq't | 17:30 0 0t 16:45 00 0t 0t 0 07:30 00 0 .0 00 0t 0t o 18 I o | 144 I qc RED ROAD 685 t27 L7 33 493 51 z 0 0 1,262 TI sl I_l ALI_' VEHICLES'AJ.rJ.r VEiIIUII1D | - llL670-lll | | 115I''rr_ o I rntersection Total I :: , I L,432 | a5 oll L52 0 5Bs 33 'l tl-6 LL6 68s 0 .2 544 547 493 52 rrlll 152I' II SAN IGNACIO AVENUEJ - 1 'tAa - I 801 493 RED ROAD SAN IGNACIO AVENUE & RED ROAD MIAMI, FLORIDA COI'NTED BY: SEBASTIAN SALVO NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (551)272-3255 JAYWALKERS Site Code : 00160193 StarE Date! 09/08/L6 File I.D. : SANI5TAV Page : 1 RED ROAD From NorEil I sAN rcNAcro AVENUE I From EasE I IRED RoAD I From soulh I t----- I From wesE I t"turn Left. Thru Right I Ufurn LefE Thru RighE I UTurn Left Thru Right I lJlfurn Left Thru Right I ToEal DaEe 09/08/16 . .-------- 07:30 0 0 0 0 07:45 1 0 0 0 08:00 0 0 0 0 0 1 0 1oa:rs 0 0 0 0 | 0 0 o 0 I I O 0 0l 00 0 0l 0000 0000 0000 0000 0000 0000 0000 0000 0000 Hr Total l- 08:30 2 08:45 0 09:00 0 0 0 0l o 0 0 ol o 0 ol ol 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 ol ol ol 0 0 0 0osllq 1 0 o o I o o 0 0 | o o 0 0 |0 0 0l 0l 0 0l 0 0l 0 0l 0 0l 1 0l 0 o o ol o 0 0l o 0 ol 2 2 0 1 Hr Total 3 ol 0 0 0 0l t ol 0 0 ol - - * BREAK 15:30 l6:45 1-7: 00 3 6 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o o 0 0l 0 o 0 o o o ol 0 o o o o o 0l 1 0 0 0 o 0 0 0 0 3 5 Hr ToCal 19 L7 t3O 0 I / :9) Z 18:00 1 ol ol 0l 0l 0l ol ol 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 018:15 2 0 0 0l 0 0 0 0l 0 0 0l o o o 0l 0l 0 0l 0 0l 0 0 0 0l 0 o o ol o o ol o 0 o ol o o ol o o o ol 0 1 Hr Total 5 0l 0 olo o ol o o ol *rorAl* 4t. '6r'w ol o o \ T)q7 trk'4e/Ls Seet (L*t c TAY Ur*r4-GJLJ Be-Tb--€EP'/5A."./ TfrX*erc L-,J.-, |/ S d-f ol ol ol f3e;ft't/\--G-*5*^-' TQrva.c-i6 32 SAN IGNACIO AVENUE & RED ROAD MIAMI, FLORIDA COIINTED BY: SEBASTIAN SALVO NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FIORIDA PHONE (s61) 2?2-3255 PEDESTRIANS & BIKES site code : 00160193 starE Dace: 09/o8/16 File I.D. : SANI5TAV Page : 1 RED ROAD From Nortsh I sAN TGNACTO AVENUE | !rom EasE IRED ROAD I From souEh t----- I From west lll Lefr BrKES Righr peds I r,efE BrKEs RighE Peds I Lefr BIKES RlghE Peds I Left. BIKES Right. Peds DaEe 09/08/16 ----- 07:30 0 0 0 0 07:45 0 0 0 0 08:00 0 0 0 1 0 0 0 0 I 4 5 O8:l5 O O O O I o 2 0 1l o 0 1l0 0 0 0l Total 0000 0000 0000 000 000 000 000r. 0004 0005 If, l2 oi o ol 1l0 11 |1l ol 1l 1l Hr Total 0 08:30 0 08:45 0 09: 00 0 0 0l 0 0l 0 0l 0 0 0 0 0 0 0 0 o o o 4l o o o ol o 3 o 6 | o o o 2l o 1 o 6l o o o ol 0 0 0 0 0 0 O9:15 O 0 0 0 |o o o 12 | o o 0 0 | Hr Tot.a] 0 o 4 0 28 | 0 0 0 2l 0 0l 36 15:30 0 0 O 2 16:45 0 0 0 1 l-7:00 0 0 0 0 0000 0000 0000 000r. 0009 0000 0108 0009 0 1 0 15 72 1q L7 1"5l?:',I 5 0 0 0 3 I o o o 11 | o o 0 1 I 0 0 0 0 | l{rToEal 0 0 0 61 0 21 0 0l 0 0l 0 2 0 44 1 0 0 0 11 | 0 0 0 0l 1 o 3l o o o el o o 51 0 o 0 4l o o 6l o o o 1l 63 15 9 7 I 17:30 0 0 77145 0 0 18:00 0 0 0 0 0 18:15 0 0 0 o I o 2 0 3 I 0 0 0 3 |0 0 0 0l o 0 0 0l o o o 0l o o 0 0l Hr'10Eaa u 2l o 0 17 |0 17 |0 0 0l 39 *TOTALT 11 | ?1 |ol l-s311 -v Ilr t I jl 19rl -gtr,l';l I I 'lVrv I I t I t,rwf ell r +, l.dtcr-vt CL , Ftor,dq- ,W01 ,ZoltJ"*rth' l/u;*?cboun o t'l cn-sq"o.u>d -l SUNSET DRIVE & RED ROAD MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ SIGNALIZED TRAFFIC SURVEY SPECIAIISTS, INC. 85 SE 4TH AVENUE, TINIT 109 DELRAY BEACH, FLORIDA PHONE (561) 272-3255 ALL VEHICLES siEe code : 00150193 sEart Date: 09/08/L6 FilE I.D. : 72ST5?AV Page : 1 ttr uTurn LerE Thru Ri^hF I rrr,,vn rafi Thru Right. I uturn Left Thru RighE I uTurn LefE Dar.e 09/08/16 ----- RED ROAD From North 0 0 0 I snNsET DRrvE I From East 0 0 0 o IRED RoAD I From South I suNsET DRrvE I From WesE 0 0 0 o Thru Right Tota.L 07:30 07 :45 O8:00 O8: l-5 2L 37 32 52 2A 49 47 64 6'1 8 59 4 76 5 15 36 30 39 69 qa 95 7l 25 22 l5 6 L7 9 27 39 44 2tl 30 27 29 77 425 52L 52I o4113 o 23 r25 0 19 t22 o 22 117 s9 7l HT TOEA] 08:30 08 :45 09:00 09:15 12L 22 23 2J. 318 66 t02 82 70 37 30 25 7 5 L2 I 554 535 550 496 AA I L2g 202 s'| |0 68 49'1 131 |123 261 24 | 2020 1 1 2 0 0 41 74 301 o 37 s9 221 0 3s s9 r'1 | 0 33 57 1sl o 1r- 13r. 32 | 0 r-8 r2s 34 | 0 1s 138 4sl 0 1-3 111 37 | 0 0 0 0 44 58 JO lf 29 75 34 58 Hr Tota1 9\ 320 114 I 0 r.46 249 84 |0 57 sos 148 |L43 252 16:30 16 :45 l-7: 00 0 22 105 65 a !1 t>o oa 0 16 130 58 o424315 0 31 36 22 04350!2 0 11 81 40 0198426 0158136 27 48 18 2t 54 13 29 74 11 0 0 0 o 518 539 555 17:15 I 15 l-l-9 50 |0 39 43 201 O 20 69 32l 295s61 50s Hr ToEal 3 58 51"1 234 |0 1ss L72 69 | 0 27 34 2rl 0 32 s1 9l o577!13r 0 63 66 111 0 5s 31s 134 I 106 24L 48 | 2L2r I?:30 L7 :45 18:00 I8:15 ?? | ?t I 27 1 510 499 s55 qol 0 r.5 L32 67 | r. r.4 105 5s I 1 11 r23 ssl 1 16 82 s3l 0 0 0 0 2! l- l- 16 14 74 70 86 o 25 51 '1 | 0 3r- 59 r7 l o 22 68 12l 1 31 54 11 | Hr Tot.al 3 56 443 240 |o r79 222 s4 I 1 111 232 49 | 2078 *TOTAL*L)tz o /o I 84s 264 |483986336 1ql I 8364 SUNSET DRIVE & RED ROAD MIAMI, FLORIDA COUMTED BY: ROLANDO MARTINEZ SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA rnurrE Itof/ztz-5zaa ALL VEHICLES Sit.e Code : 00160193 qf:rf n^ta. nq/0911< F1]e I.D. : 72ST57AV Page : 2 IRED RoAD J From South I uTurn Left Thru Right I UTurn Left Thru Right I uTurn Left Thru Right I uTurn Left Thru Right I Totat Dar.e 09/08/16 - - - -- --- - - Peak Hour Analysis By Entire IntersecEion for Ehe period: 07:30 Eo 09:30 on 09/0\/16 RED ROAD From North I snNsET DRrvE I Irom Easc I lsrNsET DRrvE I rrom wesc I Peak start. 08:15 VoLume 4 105 321, 1l-5 Percent 1t 19t 59t 2L+ Pk t.otal 545 Highest 08:45 Volume 7 23 L02 Hi t.ot.al 148 PHF .92 SUNSET DRIVE 66 256 115 437 L46 L46 243 243 08:15 0 r-50 256 92 0r 31* 50$ 18r 508 08:30 0 41 74 30 145 .88 RED ROAD 115 32r 08:15 0 65 531 !32 0t 9t 73t 18t I 08:15 lo I or | 420 I os, oo lo I 116 | .e1 L46 243 35* 58$ 31 7* !2 729 09:00 0 15 l-38 l qa 7545 1_09 1,46 531 92 1 l_5 321.109 't5+5 769 256 160 109 243 L32 31 31 5]-2 531 RED ROAD SUNSET DRIVE & RED ROAD MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ SIGNAI,I ZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, I'NIT ]"09 DELRAY BEACH, FLORIDA PHONE (561) 212-3255 ALL VEHICLES site code : 00160L93 start Date: 09/08/16 File I.D. : 72ST57AV Page : 3 RED ROAD From North I suNsET DRrvE I rrom Easc I IRED RoAD I lrom Soucn I I SUNSET DRrvE J !rom west I '|otal Date 09/08/16 ----. Peak Hour Analysis By Entire Intersecti"on for Ehe Period: 15:30 Eo 18:30 on 09/08/16 uTurn Left Thru Right I uTurn Left Thru RighE I uTurn Left Thru Righr I uTurn Lefr Thru Righr Peak start. 16:30 Vol-ume 3 68 511 234 Percent 0& 8* 63* 29$ Pk tobal 815 Highest. 16:45 Volume 2 14 155 61 PHF .88 16:30 u ftt Ltz by 0+ 399 43t 7't* 395 1?:00 0 43 50 12 105 q4 RED ROAD 234 511 15:30 0 106 24t 48 0t 27+ 61t L2Z 395 1?:00 o 29 74 11 114 .87 15:30 u 05 0t 13& 514 16:30 0 L1 L32 .97 315 61t 81 134 40 71 l_06 3 r_5 69 234 511 77 816 490 SUNSET DRIVE 55 1,'12 234 4'71,r72 L72 105 r_06 155 155 z.+ L 24r 7I 24r ]-34 48 446 SUNSET DRIVE48 7L4 55 315 RED ROAD SUNSET DRIVE & RED ROAD MIAMI, FLORIDA COIJNTED BY: ROLANDO MARTINEZ S IGNALI ZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVBNUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (561) 272-3255 PEDESTRIANS & BIKES Site Code : 001601-93 start Date: 09/o8/16 FiIe I.D. : 72ST57AV Page : 1 rtl Left. BrKEs Right Peds I Left BrKEs Right Peds I rreft BrKES RighE peds I Lefr. BrKES Righr peds Dare 09l08/16 -- - .- RED ROAD From North I sirNSET DRrvE I }rom EasE IRED RoAD I From SouEh 0 0 0 0 I snNsET DRrvE I From West TotaI 07:30 0 3 Q7:45 O 4 08:00 0 2 08:15 0 0 0 0 0 0 0 2 0 0 0 0 0 0 o 0000 0000 0100 0001 0000 0000 1l 6l 1l 5 I4 7 52l0 0 0 2l o o 0 0l Hr Total 0 8l 3l 10 | ol Jl 7l 3l ol o o ol 31 20 t-5 23 0 0 0 1l 08:45 0 1 0 6l 08:30 O9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 o ol 0 0 3l 1 o 1l o 0 3l o o 6l o 0 2l 0 1 0 0 o 0 0 sl 09:15 0 1 0 5 |1 0 L2 l Hr Total 0 2018 1 1 0 23 1 1? |3 o 4l 65 16:30 l-7:00 0 o o 6l 0 0 o 4l 0 o 0 5l 0 0 0 11 0105 010L2 0 ?l 0 1 0 6l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03 08 03 0 4l 0 12 | 0 5l 0 12 I 24 30 26 ql17:15 0 0 O ?3 | Hr Total 0 0 0 38 I 0 21 |o 33 | 0 6l 0 r-21 0 3l o^l 4l ol 2l 10 | 13l- 38 23 23 0 3 0 34 I 0 0 0 12 | 0 o 2l 0 1 0 9l o o o ?l 17:30 O 2 L7:45 0 0 18:00 0 0 0 12 1 0 8l 0 ?l 0 0 0 o 0 0 0 L 0 0 0 0 0 0 0 o 2 1 1 n18:15 O 0 0 I I Hr Total O 2 0 3s I 16 |0 1 0 26 |o 2sl 110 *TOTAL*qq I oJ I -- |62 | 337 A il#|h + .t, il, T <)9 *" uff ++ -T1_--w S> ffir \!roas"*) \\-----''i Mua'tli ,Flandc- SzPl<"rl"rrol ZD\C" i*-b,J', i PEto,.rI vo <Watn-d, SUNSET DRIVE & SW 58TH AVENUE MIAMI, FLORIDA COUNTED BY: ARIEL PEREZ SIGNAI.I ZED TRAFFIC SI'RVEY SPECIAI,ISTS. INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (s5r.) 272-32ss AI,I, VEHIC],ES Site Code : 00160L93 sEart Date: 09/o8/16 File I.D. : 72ST58AV Page | 1 SW 58TH AVENUE From NorEh ururn Left ISIINSET DRIVE | !rom Easr I Thr,r Pidhts | rr,,rh t^FFr\rYrrL I ururrr 0 0 0 0 I sl,t ssTH AVENUE l ! rom souE.n 0 0 0 0 Left Thru Ri-oht I Total I suNsET DRrVE I !rom wesr tl Thru Right I U:furn Left. Thru RighE. I UTurn Dare 09/08/15 ----- 07:30 O7 :45 08: O0 08:15 4 2l 314 1 10 4 11 11 16 0 0 0 0 0 0 1 0 5 7 I ).2 2l 43 181 62 1el 50 161 64 191 8 0 40 90 3 0 38 103 5 0371045 228 250 257 11 |0 35 78 r2l 260 Hr Total 08:30 08 :45 09: 00 09: 15 0 0 0 0 L2 el 24 229 72 |19 51 0 1s0 37s 26 | L 6 4l 0 0 0 0 I 8 8 27 1 6l al 0 0 0 1 2 t 4l 0 s 4l 1 1 4l o L2 83 2rl 0 10 7a 141 0 I 70 24]| 0 10 54 r7l 6 19 I 32 34 29 30 89 109 sl 7l 995 269 280 274 ).aA 100 7 | a9 9 | Hr aotaf 4 13 161 0 40 285 761 28 "? I Lzs 387 28 | 10655t 15:30 15:45 17:00 17:15 0 0 0 0 6 5 5 0 0 0 0 14 0 0 0 0 8 12 I e 1sl 1,2 4l 14 :.2I1 I 62 231 086824 0 7 74 22 0127927 8 13 t- l- 1,2 10 zo 6r lz 29 85 74 307!9 280 296 2AO 21026 7q 10 | Hr TotaL 43 431 8 7l 7l 1l 4122l. 3s 283 95 I )z I el 7l 26 23 28 264 284 301 ?70 111 3L2 4s I 1126 I7 :45 18:00 17:30 O 2 6 7s 261 s 73 261 15 83 391 I 74 341 0111s 0 11 L4 72 11 | e2 8l 77 111 77 6l 0 7 11 0 3 13 0 0 0 0 0 0 0 018:15 0 7 6 7 | 0 s 11 8 | 0 6 6 8l Hr Tot.al 0 19 38 28 |3s 30s L25 |0 33 46 321 r08 318 36 | LL23 *TOTAL*114 |11q I 4309t-34TT02 494 r392 ST'NSET DRIVE & SW 58TH AVENUE MIAMI, FLORIDA COUMIED BY: ARIEL PEREZ S IGNAI,I ZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT ].09 DELRAY BEACH, FLORIDA PHONE (561)272-325s AI,I, VEHICI,ES SiEe Code : 00160193 start Date: 09/08/16 FilC I.D. : 72ST58AV Page : 2 SW 58TH AVENUE From North I SUNSET DRrVE | !rom EasE I I sw SgrH AVENUE I suNsET DRrvE Peak start 08:15 Volume0311].4 Percent 0t 1l-t 39* 50* Pk total 28 Highest, 08 ;45 Volume0054 Hi toEal 9 PHF .78 SUNSET DRIVE 35 29sI4 344 130 130 376 376 08:15 o 38 29s 781 0 35 47 29 0$ 91 72+ 19* I 0* 32* 42* 26* I From South I | 08,15 I 111 I o8:15 12 83 2rl 0 11 !6 11 I 38 l !rom wesE I I tllurn Lefr Thru Right I ururn Left. T'hru Right. I ulurn LefE Thru Right I uTurn LefL Thru Right I Tor.al Dare 09/08/16 ----- Peak Hour Analysis By Entire InEersect,ion for the Period: 07r30 to 09:30 on 09/08/f6 4II 08:30 0 116 .89 08:15 0 130 376 31 0* 24+ 70t 5t 53',? 08:45 0341097 150 .90| .73 SW 5BTH AVENUE 11 130 t6 28 . 35 255 '1 11 ,l . 47 1. 2 t1 295 3B 3 376 z> 5-L 31 38 11 31 80 SW 58T. 35 AVENUE AA =t SUNSET DRIVE & SW 58TH AVENUE MIAMI, FLORIDA COU}ITED BY: ARIEL PEREZ SIGNALI ZED TRAFFIC ST'RVEY SPECIALISTS, INC 85 SE 4TH AVENUE, T'NIT 109 DELRAY BEACH, FLORIDA Pr{oNE (551) 272-3255 AI,L VEHICLES Site Code : 00160193 st.art Date: 09/08/16 File I.D. : 72ST58AV Page : 3 SW 58TH AVENUE From NorEh SUNSET DRIVE From East SW 58TH AVENUE From South I suNsET DRrvE l !rom wesE. I Tot.al DaLe 09/08/L5 ----- Peak Hour Analysis By Ent'ire Intersection for the Period: 16:30 Eo 18:30 on 09/08/16 Peak st.arb 16:30 Vo1ume O 22 43 43 Percent 0t 20* 40* 40t Pk Cot.al 108 Hj,ghest 17;15 Volume06L4!2 Hi t.ot.al 32 PHF .44 SW 5BTH AVENUE 111 62 96 4322 269 SUNSET DRIVE 4L 283 43 367 283 283 111 111 3L2 3L2 l.tlurn Left. Thru Right I UTurn Left. Thru Right I Lrfurn LefC Thru Right. I UTurn LefE Thru Right 1 0t 415 17:00 0 118 .88 0 0* 135 L5:45 0 36 ,94 45 10* 35 8t 283 96 68* 23+ l-6:30 o 111 3I2 0t 24$ 67* 458 15:45 02985 !28 .91 41 62 32 30t 46* 24t 79L2 43 t018 22 36 35 366 SUNSET DRIVE zz 3]-2 32 45 45 .4L - 621. 335 +5 45 L24 4I 62 SW 58TH AVENUE SUNSET DRIVE & SW 58TH AVENUE MIAMI , F],ORIDA COUNTED BY: ARIEL PEREZ SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC 85 SE 4TH AVENUE, T'NIT ]-09 DELRAY BEACH, FLORIDA PHONE (s61)272-3255 JAYWAI,KERS S1tse Code : 00160193 start DaLe: 09/08/1-6 Fi-1e I-D. : 72ST58AV Page : 1 I SUNSET DRIVE I rrom wesE I U1furn Left Thru Right I UTurn Left. Thru RighE I UTurn Left. Thru Right I uTurn Left Thru Right | 'foE.al Dar.e 09/08/16 ----- SW 58TH AVENUE From North 07:30 0 0 0 0 O7:45 0 0 0 0 08:00 0 0 0 0 I suNsET DRrvE I from Easc I I sw 58TH AVENUE I From south I 3 3 3 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0l ol ol 0l 0000 0000 0000 08:15 0 0 0 0 |0 0 0 0l HrTot.aI 0 0 0 11 0 0 0 ol ol ol ol 9 2 ) 09:15 0 0 0 0 | ol ol ol ol ol ol 0 o 0l 08:30 0 0 08:45 0 0 09:00 0 0 0 0 0 o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0l o o ol 0 0 ol ol ol ol ol0 0 ol Hr'10t41 u ol ol o o ol ol * BREAK 16:30 1?:00 77:L5 0 0 0 0 0 0 0 0 0 0 0 o ol ol ol 0l 0 0 0l 0 0 0 0 0 o 0 0 0 0l I7 00 00 00 000 000 000 0000 0000 4000 Hilr ocal 17:30 17 :45 L8:00 l-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o ol ol 0l ol 0l ol ol ol ol ol ol ol ol ol ol 0l 10 50 40 40 o o ol o o ol o o ol 0 0 0l Hr Tot.al ol l4 ol 0 0 0l ol ol ol0 0 0 0l 46 o o ol A I I *TOTAL* TAY t^-,orw(-erzS geTv.?G,H St U' Avr=ruve kt-LO AW Qot$ SUNSET DRIVE & SW 58TH AVENUE MIAMI, FLORIDA COUNTED BY: ARIEL PEREZ S IGNALI ZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FI,ORIDA PHONE (s61) 272-325s PEDESTRIANS & BIKES Site Code : 00160193 SEart Date: 09/08/16 Fi,1E I.D. : 72ST58AV Page : 1 SW 58TH AVENUE From Norttr ISTJNSET DRrvE l !rom Easr I I sw 58TH AVENUE I From south I I strNSET DRrvE I From west I r,efc BrKEs Rlghr peds I LefE BrKES Rj.ghr Peds I LefE BrKEs Right Peds I Left. BrKES Right Peds I Total Date 09/08/16 ---------- 07:30 0 3 0 0 07145 0 2 0 2 08:00 0 0 O 2 oR:lq o 1 0 5 | o o 0 2 | o 3 o 3 |0002 0001 0105 o201 0000 0908 030L 0000 0000 0404 27 r7 !6 Hr Tota1 0 6 0 91 0 4 0 6 | 0 ls 0 12 1 3 0 9l 0 0 0 0 sl 7l 2l 8l 15 IJ 35 08:30 08 :45 09:00 0 1 0 3l o o 0 3l o o o 1l 00 10 10 10 o o o 3l o 1 o oi o 1 o 2 | 0 1 o 1l o o o 3l o s o 1l 09:15 O O O 20 |0 1 0 sl0 0 0 0l Hr Tot,a1 0 1 0 2'7 1 o 2 0 13 1 7 O 2l )a I 77 l-6:30 17:00 17:15 0 o 0 0 000 0 0 1l- 0 0 14 | 0001 0 1 0 16 0 1 0 5,0 0 0 0l 0000 0203 0000 00 00 01 00 0 0 0 0 0 a 0 0 I 29 25 Hr Tot.al o o 25 1 0 2 o 22 1 2 0 3l 7l sl 5l 3l r0 | 62 27 15 27 17:30 0 0 L7:45 0 0 18:00 0 0 0 14 I o 0 12 I 0 0 7 | 0 o 0 3l o o 10 | o o 3l 18:15 0 0 o 9 | o o 0 6 I 0 2 0 0l o 2 0 ol o o 0 ol 0 1 0 0l 0 0 0 0 0 0 1 0 0 0 0 0 Hr ToLal 0 0 o 42 | 0 o 22 1 o s 0 ol ?? |93 *TOTAI,*10? l 17 l 61 I 296 l,r#\t,, $yfi f6urrscr-or) .H ryt sJ43sT v'l < ril 'i' f,_> lcvsltr==--.Y (s..trse+a -) 5t^)JzsT- <5 ng '5> - - $.'il -0 f.tio.\,r,Lf ,€Lunda , &{etuhlr 8.Zolb Jrn,^m q' UrL Pqt" *,("ir l. O s^x,'rn^ltzrL US 1 & SW 58TH AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC 85 SE 4TH AVENUE, UNIT 109 DEI,RAY BEACH, FLORIDA PHONE (561) 272-3255 ALL BUT US1 THRU site code : 00160193 st.art. Date: 09/08/16 File I.D. : US1_58Av Page ; L SW TOTH STREET From North UTurn LefC Thru ius 1 | !rom East I Di ^hf I rmrrrn r.af r I sw 58TH AVENUE lFrom sout.h I Thrr ) P i dhr I IlTl )rn Lef t. lus l- l !rom wesc I Thru Right I UTurn Left I I I Thr,, pidhts | T^ts.1 DaEe 09/08/L6 ---- 07:30 07 :45 08:00 0 0 0 68 82 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 5 6 0 0 0 0 0 0 0 0 0 6l r7 l 39 1,9 29 3 I L4 30 I ^^lzo I 5 11 8 204 749 178 o 354 114 | 6 11 7 ^^l 700 183 160 34 ol 0 0l o 0l Hr Tocal 08:30 0 91 0 13 I 0 0 o 3ol o 14 10 2ol o s 08:45 o 84 O 11 | 0 o o 30 | o 6 10 11 | o 8 09:00 o 81 o 11 | o o o 30 i o 8 6 24 I 1 11 O 0 | r72 o9:1s o 80 o 8 | o o o 3L l o 3 4 22 I 4 15 O 0 l 168 HrTorar o 336 o 431 o o o r2rl o 31 30 '771 s 40 o 0l 683 ol ol ol 16:30 17:00 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 l- 0 8 8 5 0 0 0 89 61 90 26 1 17 1 -^lJO I 31 27 25 38 203 207 L4 29 'J.2 30 32 2 '7 t15 o 332 o 1O9l 1 o ?? |127 tro IHr Tota1 1?:30 o 6e o 27 I o O o 16 I o 31 9 35 | o 5 o 0 I Le3 t7:45 o 84 o 191 o o o sl o 19 14 311 7 4 o 0l ttt 18:00 o 80 o 34 | o o o s I o 16 l-8 31 I o 4 o o I l-88 HrTor.ar o 314 o l,o9 I o o o 32 1 o 86 51 r'4ol 1 L? o 0l 750 ol 432 | ol 2924 * TOTA], *1335 ?nq I 300 | US 1 & SW 58TH AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, F],ORIDA PHONE (s51) 272-3255 AI,L BUT US1 THRU site code : 00150193 StarE Date: 09/08/f6 Fi-1e I.D. : US1_58AV Page : 2 SW TOTH STREET From North lus 1 I From East I lsw 58TH AVENUE I Fv^h q^rrth I lus 1 I !rom wesE I UTurn Lefr Thru Right I UTurn Left Thru Right I Lnurn Left, Thru Right I UTurn Left Thru Right Total Date 09/08/15 ------- peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 09/08/16 Peak start 07:30 Volume0354044 Percent 0t 89t 0* 11* Pk total 398 Highest 07:30 Volume011406 Hi total 720 PHF .83 US1 2L 0 44 | 07:30 102L3499 I ot 14* 22* 64* | 1s4 I oa: oo 07:30 0 34 0 0 0t 100t 0* 0+ 34 O7 :45 0 11 0 0 11 .77 07r30 000114 0t 0t 0t r.00* rr4 07:30 0 39 .'13 0 0 391 0 6 !4 22 142 | .e2 SW TOTH STREET 354 34 34 r l-+ 354 L82 398 44 44 TT4 11AII= 65 34 5+ 453 354 99 ' zL L54 0 0 0 34 2I AVENUE 34 SW 58 US 1 & SW 58TH AVENUE MIAMI, FLORIDA COTINTED BY: CRISTINA PAI,OMINO SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (s51) 272-32ss ALL BUT US]. THRU Sit.e Code : 00160193 start Date: 09/08/16 Fi.1e I.D. : US1_58AV Page : 3 UTurn Left Thru Right I Ulurn r,eft Thru RighE I Ururn LefE Thru Right. I Ufurn LefE Thru Right I ToEal Dat,e 09/08/16 ------ Peak Hour AnaLysis By Entire Intersection for Ehe Period: 15:30 t.o 18:30 on 09/0S/1-6 Peak start 17:00 Volume03350!12 Percent 0t 75t 0t 25* Pk total 447 Highest 17;00 volume090038 Hi Eotal L28 PHF .87 SW TOTH STREET LL2 335 SW TOTH STREET From Norhh lus 1 I rrom Easc I | 17: oo loolotot I sw 58TH AVENUE I From South I lus r. I From west I 037 0t 100t 137 I tz,:o I o o o 16 | 16 | .s8 17:00 0 113 47 L29 0t 39t 15t 4st 289 L7:L5 038L232 82 .88 17:00 72200 4* 96t 0t 0+ 23 17:15 0800 8 .72 23 47 31 LL2 0 335 447 LO7 USl 1 l_3 0 LL2 225 23 23 464 335 0 129 US1 0 0 0 AAat .L2 r_l_3 47 SW 5BTH AVENUE US 1 & SW 58TH AVENUE MIAMI, FLORIDA COUMTED BY: CRISTINA PALOMINO SIGNALIZED TRAFFIC SIJRVEY SPECIALISTS, INC. 85 SE 4TH AVENIIE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (561) 272-3255 PEDESTRIANS & BIKES site code : 00160193 start Date: 09/08/75 File I.D. : US1_58AV Page : 1 ttl LefE BrKEs Right Peds I Left. BrKEs Right. peds I Left BrKES Right peds I Left BrKEs Right. peds Dare 09/08/16 ----- SW TOTH STREET From North 0 0 0 0 1 2 0 1 lus 1 I !rom Easc lsw 58TH AVENUE l lrom uoucn lus 1 | |rom wesc, 0 0 0 o I Otat 07:30 07 :45 08:00 O8:15 03 o2 04 0 t 0 20 000r2 0 1 0 10 0 3l0 0 0 0l 0 0 0 9l 0000 0000 0000 o 1 3 0 0 0 0 0 21, 24 1'7 46 4I J' r0 | 4l 2l 1l al I 1r I sl 154 33 24 ol o s1 | 0 0 0 1l 0 0 0 sl 0 12 IHr'totaf 08:30 08:45 09: 00 09r15 0 0 0 o I 0 2 o 0 0 0 0 0 0 0 0l 0 1 o 7l 0 0 0 11 0 0 0 2l 0 0 0 11 0 2 0 1l 0 0 0 0 0 0 0 0 2 1 Hr Total 17 |o 0 0 3l 0 3 0 1.sl 0 5 0 0 0 0 0 4el 99 16:30 16:45 17:00 17: L5 0 0 0 0 0 1 4 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 43 5 38 000 000 000 0 0 0l 0 0 0 16 | 0 0 0 26 1 o 2 0 6l 0 0 0 t9 l 59 7L 19 Hr Total 0 0 0 18:15 0 0 0 3 I 0 o 0l o 2 0 67 I ol ol ol ol 1ra I 0 0 0 1e I 0 1 0 r.4 | o 2 0 1ol el 2l ol 3l 21,0 34 2! 23 42 17:30 0 3 L'7r45 0 0 l-8:00 0 0 0 0 0 0 0 0 0 o 0 0 0 0 00 00 03 00 o 10 I 0 5l 0 sl o 12 l 0 0 0 27 1 Hr ToEal 0 8l ol o 33 |0 3 0 70 1 L20 *TOTAL*46 I 3l 5zJ I 583 L{]Dt us4--lr- ./J- t< - \ t /-7 - 4 1--#- -> '0lv HiA*l,i tqor,Jo= ( &{kruUarot,btb Crax,,n q-brr? Pa"tor.ti Ao 6WwwA US 1 & SI'NSET PIJACE DRIVEWAY MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED, NO US1 THRU TRAFFIC TRAFFIC SURVEY SPECIAI,ISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (56r) 272-3255 AIJL BUT US 1 TI{RU Site Code : 001-50193 SEart Dare: 09/08/16 File I.D. : US1_SUNS Page : 1 rtt uTurn Left Thru Right. l ururn IJefE Thru RighE l Lrrurn Lefr Thru Right. l uTurn Lefr Thru Right 07:30 O7 245 08:00 From NorEh 0 0 0 lus 1 I From Ea6t 0 0 1 I suNsET PLACE DRIVEWAY I From south 0 0 0 l- 0 0 0 0 0 lus 1 I From West 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 I2 11 0 0 0 0 0 0 0 t 2 1 0 0 0 0 0 0 ),4 5 13 19 26 Hr TotaL 0 ol ol l- 0 08:30 08:45 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ol ol ol ol I2 8 10 41 | ql 15 | 11 | 90 23 26 ol ol ol I5 Hr Total ol 1n I 41 I 0 . * BREAK * 1.5:30 l5:45 17:00 ol ol ol 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9 7 0 0 0 0 0 0 0 0 0 0 0 0 0 2 I 0 0 0 0 0 0 0 0 0 0 9 L2 L1 1,2 26 29 1 Hr Total 17:30 17 :45 18:00 0 0 0 0 .9. 0 ol ol ol ol 23 ol ol ol ol ?o I 10 | 7l zl 4s I 98 29 31. 20 0 0 0 0 0 0 o 0 0 0 8 4 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 s 0 0 0 0 1? I 16 I L4 l 5 0 Hr ToEal ol ol z6 |aR I 105 *TOTAL*ol ),27 ol 73 1 r-7s I 377 US 1 & SUNSET PLACE DRIVEWAY MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNAI,IZED, NO US1 THRU TRAFFIC TRAFFIC SURVEY SPECIAIJISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (s51)272-3255 ALL BUT US 1 THRU Sit.e Code : 00160193 st.art Date: 09/08/16 FiLe I.D. : USI_SUNS Page : 2 From North lus 1 I rrom Easc I suNsET Pr,AcE DRTVEWAY | !rom SouEn lus 1 I From westrtl UTurn Left Thru Right I Lnurn Left Thru Right I UTurn LefE Thru Righr I UTurn Left Thru Righr 10E41 Dare 09/08/16 --- -- Peak Hour Analysj-s By Entire fntersectj-on for the Period: 07:30 t.o 09:30 on 09/O8/L6 Peak sEarc 08:00 volume 0 Percent 0t Pk toEal 0 HighesE 07:30 Volume 0 Hi toEal 0 PHF .O 0 0t 0 0* I 08: oo o | 1 41 0r | 2* 98r ll42 I oe: oo I 08: oo 0 0l 0 0 0t 0$l 0r 0r l7 08:00 0 0 0 45 0t 0t 0$ 100& 08 :45 0 0 0 15 15 .77 07 0t 100$ 0 0 | I 11 l12 I .88 | 08 :45 o 0l 0 0 0 3 l3 | .sB 0 0 0 u 0 0 0 gl +z 0 46 .n 8B '7 __ US1 glr I -l ALL BUT US 1 THRU l- | . ALI, BUT US 1 THRU ll42 llt;1464eL I 46 | ,r.ersecLion Total I l__l es L I 95 0 0 0 00 0 0 42 +z 0 0 0 0 7 7 46 46 US1 0 U 0 St'NSET PLACE DRIVEWAY US 1 & SUNSET PI,ACE DRIVEWAY MIAMI , FI,ORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED, NO USl THRU TRAFFIC TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (551) 272-3255 ALL BUT US 1 THRU sit,e code : 00160193 start Date: 09/08/L6 File I.D. I US1_SUNS Page : 3 From North UTurn lJeft Thru Right DaEe 09/08/16 .. --------- Peak Hour Analysj-s By Entire InLersection for E.he Period: L5:30 t.o 18:30 on 09/08/f6 PeaK Start I /: UU Volume 0 0 PercenL 0t 0t Pk t.otal 0 Highest. 07:30 lus 1 From East SUNSET PI,ACE DRIVEWAY From South lus 1 | !rom wesE UTurn Left. Thru Right I UTurn LefE Thru Right. I UTurn Lefr Thru Right I rz, oo 0 0 | 0 30 o o 0r 0r I 0t 100* 0* 0* | 30 | 1?, oo ol o e o le | .s3 17;00 0 0t 37 L7:15 0 11 .84 17:00 0 0t 53 L? :45 0 16 .83 0 53 0t 100t I 0 0 37 1 0* 0t 100t I I I 0 o 11 | I I 0 0t volume 0 0 0 Hi total 0 PHF .O 0 0 0 0 0 0 0 0 0 ol 1,20 US1 o't _-l ALL BUT US 1 THRU [ "]| | 30 1ll1l:''tt_ 53 | rntersection Total II:-zoltl L_ I us1 J _ 1)6 0 0 0 00 0 0 0 5U 30 0 0 37 0 0 37 53 53 37 ?n 0 53 0 83 0 0 SUNSET PLACE DRIVEWAY US 1 & SUNSET PI,ACE DRIVEWAY MIAMI. FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED. NO US1 THRU TRAFFIC TRAFFIC SI]RVEY SPECIALISTS, INC 85 SE 4TH AVENUE. I'NIT 109 DELRAY BEACH, FIORIDA PHONE (561)272-3255 .JAYWALKERS Site Code : 00160193 st,art. Date: 09/0e/\6 Fi]-e I.D. : USI-SUNS Page : l- From North lrrc l | !rom EasE I suNsET Pr,AcE DRTVEWAY I From south 0 0 0 o 0 0 0 o 0 0 0 0 lus r- | !rom wesrrtl LIIurn Left. Thru Right I UTurn Left Thru Right. I Ufurn Left. Thru Right. I UTurn Left Thru RighE 07:30 0 0 0 0 07:45 0 0 0 0 08:OO 0 0 0 0 08:15 0 0 0 0 | 0 0 0 0 I o o o 0l 0 o o o ol o 1 o o ol 1 o o o ol 0 0000 0000 0000 0 0 0 ol 0l 0 ol ol o o o ol o o o ol o o o ol o ol olHr Tot.al 0 ol o o o ol o o o ol o o 1 ol 1 ol o o o ol o o o ol o o o ol o ol o o o ol o o o ol o o o ol o 08:30 0 0 0 08:45 0 0 0 09:00 0 0 0 09:15 0 0 0 HrTotal, 0 0 0 0l 0 0 o ol o o 0 ol o o 1 0l 1 1-7:30 0 0 0 0 L?:45 0 0 0 0 l-8:00 0 0 0 0 0 0 0 318:15 0 0 0 0 |0 0 0 0l0 0 0 0l 3 0 0 0l 0000 0000 0000 0 0 0 0l 0 0 0 0 o o o ol o o 0 o 0 0 0 0l 0 0 0 0 Hr Total 0 ol 0l ol ol TA'1 uv^t4eJ 0f B erriv\/e?r ol PQt14tuA"l A p-tJ Rorr0 0l ol 0l s I'rktr1LE42-S Be.ttgta*'./QLt.re."Y Pwo ST?E ftveer'E US 1 & SUNSET PLACE DRIVEWAY MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED, NO USl THRU TRAFFIC TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (561) 272-3255 PEDESTRIANS & BIKES Sit,e Code r 00160193 start Date: 09/08/76 File I.D. : USI-SUNS Page : 1 From NorEh lus 1 I !rom EasE 0 0 0 0 I sltNsET PLACE DRrvEwAy I From South 0 0 0 1 0 0 0 lus 1 | !rom westrtl Left BrKEs Right Peds I Left. BrKEs Righr neds I LefE BrKEs Right peds I LefE BrKEs Right Peds 07:30 07 :45 08:00 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o 0 0 0 o 3 0 0 l- 0 0 0 ol 00 00 00 o2 00 00 0l ol ol ol0 0l 0 1l Hr Tot.al 0 ol 0 0l 08:30 08:45 09:00 09:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 L 0 1 1 0 0l 0 0l 0 0l ol ol ol ol ol 3l 1 o ol o o ol 1 0 01 0011 ol ol 0l ol nl Hr Total 0 0l ol 2 0 1l ol 15:30 0 0 0 0 15:45 0 0 0 0 17:00 0 0 0 0 L7:15 0 0 0 0 0 0 0 0 000 000 000 0000 0000 0001 000 000 000 0 0 0 00 0 ol 0 2 0 0l o o 0l 0 0 1 ) HrTotal 0 0 0 ol 0 0 ol2 o 1l o o ol 0 1 3 o 0 0 t- 0 0 0 0 0 0 0 0 o 0 0 0 o 0 0 0l 0 0 1l 2 O 0l 0 0 0 0 ol ol ol 0l 0 0 0 0 0 0 0 0 0 0 0 0 o o ol 0 0 ol o o ol 0 0 0 0 0 0 0l0 0 ol 17:30 18:00 18:15 Hr ToEal o o ol ol 2 0 1l 1l *TOTAL*ol 0l 5l Ll 74 nt"l+r'r <_ <- -+ __> + -> - - F F-->_> _> t.^ t c*..v.,,-. t P^ni|pa Sa$e'oh-trot,zot u d n"on q . I/;^ t'a\on l"\n o nodbipn dJ;?zt 1- lgo SW 71ST STREET & SW 58TH AVENUE SOUTH MIAMI, FLORIDA COUNTED BY: DREW GONZALEZ NOT SIGNALIZED TRAFFIC SURVEY SPECIA],ISTS, INC 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (s61) 2'72-32ss ALL VEI{ICLES Slte Code : 00170096 St.art Date: 05/L7/I7 Fi.le I.D. ; 71ST58AV Page : 1 SW 58TH AVENUE From North 07:00 0 0 0 0 O'7:I5 0 0 0 0 07:30 0 0 0 0 I PARKING GARAGE I t rom Easc I I sw 5srH AVENUE I Fr^h e^rrFh I I sw 71sr STREET | !rom wesE I uTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Rlght I uTurn Left Thru Right I Total Daxe 05 / r7 / 1'7 - 0005 0507 0208 032515 054315 0 0 30 19 0 0 0 0 t l- 0 0 5 5 3 l- 0 t 2 1 54 82 64 6407:45 0 0 0 0 0 5 0 6l 003714 Hr Total 0 O 00 a t2 o 261 0813553 024536 0 3 33 27 | 0 3 34 291 0 0 2i 291 4l 264 106 82 79 o o 1) 6 | A) !4 08:00 08:15 08:30 08 :45 0 0 0 o 0 0 0 0 2 0 2 2 0 0 0 0 5 2 3 5 0 0 0 0 ol ol ol 0l 10 | '7 1 2l 6 0033 0 1 3 6r 0 0 4 2) Hr Tot.af 0 25 0 I 13s 72rl 0 1 22 161 349 * BREAK * --- 15 16;00 16;15 16:30 16:45 a14 0 13 0 11 r27 123 0 34 0 0 0 0 0 0 0 0 0 0 0 0 5 5 2 3 36 37 39 37 0 0 0 0 1 0l 4 0i 1 0l I7 22 25 19 113 1,2 6 128 118 1 3 8l 4 6 11 1 6 9l I 5 5l1 0l 0 10 0 30 Hr Total 7A 0 48 2 LL4)l5 L49 A? I L4 20 331 485 17:00 0 0 I 17:15 0 0 0 17:30 0 0 1 034127 04452r o24223 0 3 4g 2'7L7:45 0 0 1 O I 0l ol ol 15 L8 L5 )a I ?4 | 22 1 3 6 8 t2 1 0 0 0 1 1 1 I 0 0 0 0 4 0 2 4 51 120 I I 134 3 119 4 | l?q Hr Total 0 0l 0 72 L't6 98 l 10 2920 572 *TOTAIT 0l 133 264 1 595 27 85 ']3 | 1610 SW 71ST STREET & SI^I 58TH AVENUE SOI]IIH MIAMI. FLORIDA COUNTED BY: DREW GONZALEZ NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC 85 SE 4TH AVENUE, TINIT 109 DELRAY BEACH, FLORIDA PHONE (s61) 272-3255 ALL VEHICLES si!e code : 00170096 start Date: 05/t7/17 Fi-le I.D. : 71ST58AV Page : 2 SW 5BTH AVENUE From NorEh I PARKING GARAGE I I sw 58TH AVENUE I Fr^m c^rrrh I I sw 71sr STREET | ! rom wesf I UTurn Left Thru Right UTurn LefL Thru Right I UTurn Left Thru Right I UTurn Left Thru Righl DaLe 05/77 /17 - -- - - Peak Hour Analysis By Entire fnLersecLion for the Period: 07:00 to 09:00 on 05/L7/7'7 Pk total 6 Hlghest 08:00 08:00 08 0$ 3t 264 08:00 o2 83 .80 Peak start 08;00 Volume 0 0 6 I 08:00 ol o 1s 0 0t 62*PercenL 0t 0t 100t 0t | 0t 38t | 40 I oB,oo volume 0 0 2 O | 0 5 0 10 | 08:00 | 13s 12r. | 0 r- 22 16 | s1r 46r I o* 3r s5t 41t I | 3e I | 08,4s I 45 361 o 0 L2 5l 1r7 l .57 I Hi total 2 PHF ,75 | 1s | .67 ,l " ":T """*u:ll I I ll ';3;l ;l 'll .--i;i 0l 51 0ll 161 SW 71ST STREET 808 0 ,6 r6'7 301 t I ALL VEHTCLES r- |--l ' f\!! v.li.rlr-Lj.rt1D [:I I =; l' 'lln7L83L I I39 | Intersection Total | 349tll- II - 2nl 15 15 22 zz 0 zz L27 L6 r43 PARKING GARAGE1-IO '6 264 T--------------l 135 T215 ol5 37 135 SW 58TH AVENUE SW 71ST STREET & SW 58TH AVENUE SOUTH MIAMI, FLORIDA COUNTED BY: DREW GONZALEZ NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC 85 SE 4TH AVENUE, UNrT l-09 DELRAY BEACH, FLORIDA PHONE (561) 272-3255 A],I, VEHICLES site code : 00170096 St.arE Dat.e : 05 / L7 / !7 File I.D. : 71ST58AV Page : 3 SW 58TH AVENUE From NorEh ] PARKING GARAGE Fr^m FA<f I sw 58TH AVENUE | !rom SouEn I I sw 71sr STREET I from wesL l '10 taa DaEe 05/I7/I7 '---- Peak Hour Analysis Bv Entire Intersection for the Period: 16:00 to 18:00 on 05/L7/I7 UTurn Left Thru RighL I UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right Peak start l7:00 Volume 0 0 3 Percent 0t 0t 100t Pk total 3 Highest 1?:00 Volume 0 0 1 Hi EoLal 1 PHF .75 SW 71ST STREET I26 18 n 20 I 12, oo 0 | 1 58 6 99 0r | 11 3sr 41 60r I rea | 17:15 ol o 1s 1 34 | 50 | .82 17:00 o L2 176 98 0t 4\ 52\ 34t 286 034827 78 .92 17;00 0102920 0t r7* 49* 34t 59 !7 :45 o4L24 20 .74 SW 58TH AVENUE 10 r76 99 10 285 L76 5910 59 29 29 n 29 9B ZU L27 PARKING GARAGE L76 ,3ll 20ll ------tl "ll SW 58TH SW 71ST STREET & SW 58TH AVENUE SOUTH MIAMI, FLORIDA COUNTED BY: DREW GONZALEZ NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (56r-) 272-32s5 S CROSSWALK PEDS Sit.e Code : 00170095 starr Dare: 05/I7/77 File I.D. : 71ST58AV Page : L SW 58TH AVENUE From North I PARKING GARAGE I Fr^m F.ats I 0?:00 0 0 07:15 0 0 07:30 0 0 0 0 0 ol ol 0l O'7:4\ 0 0 0 0 I 0000 SW 58TH AVENUE FY^m c^rrrh I SW 71ST STREET I From WesL I PEDS Lett Thru Rlght I PEDS Left. Thru Righc PEDS Lefc Thru Right PEDS LefL Thru Rj.ght TocaL Date 05/17,/1'7 -.--- 0 0 0 0l 0 0 000000 000010 0 0 0 0 0 0 0 oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 o 0 0 0 0l Hr Total 0 08:00 0 08:15 0 08:30 0 0l 0l 0l 0 0 0 0 0,0 00 00 00 00 0l 0l 0l ol 0l 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0l 0 0 0 0l 0 o o ol 0 0 0 0l 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ) 2 0 0 Hr Tot.al 0 16:00 16:15 15:30 ol * BREAK * .-- 0 0 0 0 0 0 0 0 0 0J ol 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3 'l 0 0 0 0 0 0 0 o 0 0 0 0 5 3 716:45 0 0 0 0 o o o ol 0 o o 0l 00 o o o ol o o 0 0l o 0 0 0l 190 o o o 0l 019ol01 ol ol ol 0l Hr Total 0 2 1 0 j 0 0 0 0l o o 0 0l 0 0 o 0l 0l ol ol 0l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ol ol 0l 0l 2 I 0 3 0 0 0 0 0 0 0 0 l7:00 l7:15 l?:30 t't | 45 Hr TotaI 0l 0 ol o o ol * TOTAL*0 0l ol 030 SW ?1ST STREET & SW 58TH AVENUE SOUTH MIA}TI, FLORIDA COUNTED BY: DREW GONZALEZ NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 85 SE 4TH AVENUE, UNIT 109 DELRAY BEACH, FLORIDA PHONE (551) 272-3255 PEDESTRIANS & BIKES Si-te Code : 00170096 SEart uatei v>/!t/!l File LD. r 71ST58AV Page : 1 SW 58TH AVENUE From Nort.h I PARKING GARAGE l brom Easr I sw 58TH AVENUE I rrom sourn IDW /IDI DIKEET I tsrom wesl I Lefr BIKES Ri-ghr peds Left BIKES Righr Peds ] LefC BIKES Right Peds I Left BIKES Right Peds Date 05/ 17l 17 - 07:00 0 0 0 0 07:15 0 0 0 3 07:30 0 0 0 0 0 0 0 0 0 0 4 1 a 5 I07:45 o 0 0 1 I o o o 4 |0 0 0 0l a2 ToEal 0 o 0 ol 0 1 o o o 0l 0 L o o 0 1l o 0 0001 0000 0000 Hr Total 0 40 08:00 0 0 o ol o 0 o 0 0 0 0 0 0 0 2 | 0 o o o 11 0 08:15 08:30 sl 0l 0 11 0 11 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 1l ol ol ol 5l 3l 8l ol 4l 19 5 11 2 908:45 o 0 0 1 | 0 0 0 3 | 0 o o 0 | Hr Totaf 0 0 o 4l o sl 0 ol f) | L6:00 0 0 O 2 16:15 0 0 0 1 L6:30 0 0 0 0 15:45 0 0 o 1 I 0 o 0 1 o 0 0 1 |o 0 0 2l a1 0106 0008 0007 0 0 0 4J 0 1 0 6 0 2 o 71 0 0 0 3 00000002 20 2L 9 5 Hr ToLal 0 L7:00 0 0 0 L7tI5 0 0 0 4l cl 4l o 12 I 0 12 |0 23 1 1 0 7l 0002 0004 o o o sl 55 L4 '7 o o o 2 | 0 0 0 1 o o 0 0l 0 o o 8l o o o ol 0 o 0 o17:30 0 o o ol 'l'1:4c1 O O O 1 I oooll 0000 Hr ToCal 0 0 0 10 l o o o 3i0 o o el o 1 0 18 |41. * TOTAL*22 z) |22 1 61 | ilJh'. YIJ ? zzN) I I"[ Lj r Rtf k n"r _qcr*Ti-? YI ,.oQl O"l -. -Tf.rcK t9l PqcK .ql .1 , Al-wl \I' vl &.^dA t{,tq'}tto,,rulUa- \\t',\ \'1 r2A\1 Ar^'* q' t^r; ilnLo+r;rno trrsi s,Sn "RA Signal Timings Print Date: 2/18/2017 2:03 AM Print Time: TOD Schedule Report for 2998: Red Rd&US 1 IntersectionAsset PH 1 PH 8PH 7PH 6PH 5PH 4PH 2 PH 3 0 0 0 0 0 0 0 0 NEL SWT -NBT SWL NET -SBT Splits 2998 Red Rd&US 1 DOW-7 N/A 0 0 0 Max 0N/A Active Maximum Active PhaseBank TOD SettingOffsetCyclePlan #Op Mode TOD Schedule RedYellowMax 2Max LimitMin InitialDon't WalkWalkPhase Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 Veh Ext 1 0 0 5 4.8 205----0--500 40 15--1577--7222-- 2 7 19 7 4.8 2197----19--777 0 40--404040--402.5 2.5 2.5-- 3 0 0 0 0 000----0--000 0 0--000--0000-- 4 5 20 7 4 3207----20--755 35 21--211515--152.5 2.5 2.5-- 5 0 0 5 4.8 205----0--500 22 12--1277--7222-- 6 7 19 7 4.8 2197----19--777 0 40--404040--402.5 2.5 2.5-- 7 0 0 0 0 000----0--000 0 0--000--0000-- 8 5 18 7 4 3187----18--755 35 21--211515--152.5 2.5 2.5-- unknownLast In Service Date: Permitted Phases 12345678 12-456-8Default External Permit 0 External Permit 1 External Permit 2 -------- 12-4-6-8 -2-456-8 Phase Bank 1Active Phase Bank: NEL SWT - NBT SWL NET - SBT Page 1 of 3 Print Date: 2/18/2017 2:03 AM Print Time: TOD Schedule Report for 2998: Red Rd&US 1 Cycle Current TOD Schedule Plan Ring Offset Offset Green Time 120 10 60 0 29 10 60 0 29 0 741 100 18 36 0 25 12 42 0 25 0 942 140 19 67 0 33 19 67 0 33 0 1103 150 21 73 0 35 21 73 0 35 0 1244 130 15 71 0 23 15 71 0 23 0 1145 180 8 117 0 34 22 103 0 34 0 386 90 6 34 0 29 6 34 0 29 0 527 190 8 127 0 34 22 113 0 34 0 1408 85 13 27 0 24 13 27 0 24 0 709 80 10 35 0 14 8 37 0 14 0 4210 130 17 66 0 26 17 66 0 26 0 1711 120 10 70 0 19 10 70 0 19 0 7612 85 6 29 0 29 6 29 0 29 0 6413 140 10 80 0 29 15 75 0 29 0 9414 115 13 62 0 19 13 62 0 19 0 7215 180 37 88 0 34 6 119 0 34 0 717 190 37 98 0 34 6 129 0 34 0 718 160 23 87 0 29 16 94 0 29 0 3419 160 23 87 0 29 19 91 0 29 0 3420 150 19 78 0 32 19 78 0 32 0 13621 85 13 27 0 24 13 27 0 24 0 6422 180 23 107 0 29 16 114 0 29 0 3423 120 3 48 0 48 8 43 0 48 0 7825 115 23 47 0 24 23 47 0 24 0 5226 130 15 70 0 24 15 70 0 24 0 11427 115 13 62 0 19 13 62 0 19 0 7228 130 15 70 0 24 15 70 0 24 0 11429 115 16 56 0 22 16 56 0 22 0 7230 DOWPlanTime Local TOD Schedule 22 M T ThW0000 F 13 Su S0000 22 Su S0100 9 M T ThW0130 F 9 Su S0200 10 M T ThW0530 F 17 M T ThW0600 F 11 Su S0630 18 M T ThW0730 F 23 M T ThW0930 F 21 Su S1000 20 M T ThW1100 F 6 M T ThW1500 F 8 M T ThW1600 F 19 M T ThW1900 F 2 M T ThW2000 3 Su S2000 42000 F 7 M T ThW2200 13 M T ThW2300 1 2 3 4 5 6 7 8 NEL SWT -NBT SWL -SBTNET Page 2 of 3 Print Date: 2/18/2017 2:03 AM Print Time: TOD Schedule Report for 2998: Red Rd&US 1 Day of WeekSettings *FunctionTime Local Time of Day Function TOD LOCAL MULTIFUNCT----4---SuM T W ThF S0000 TOD OUTPUTS --------Su S0000 TOD OUTPUTS -------- M T W ThF0000 TOD OUTPUTS --------Su S0100 TOD OUTPUTS -------- M T W ThF0530 TOD LOCAL MULTIFUNCT--------SuM T W ThF S0600 TOD OUTPUTS --------Su S0630 VEH MAX RECALL -------1 M T W ThF0630 VEH MAX RECALL -------- M T W ThF0855 Day of WeekSettings *FunctionTime Current Time of Day Function 0000 TOD LOCAL MULTIFU ----4---SuM T W ThF S 0000 TOD OUTPUTS --------Su S 0100 TOD OUTPUTS --------Su S 0600 TOD LOCAL MULTIFU --------SuM T W ThF S 0630 TOD OUTPUTS --------Su S 7 - X-PED OMIT 6 - EXTERNAL PERMIT 2 5 - EXTERNAL PERMIT 1 4 - Phase Bank 3, Max 2 3 - Phase Bank 3, Max 1 2 - Phase Bank 2, Max 2 1 - Phase Bank 2, Max 1 Blank - Plan - Phase Bank 1, Max 2 Blank - FREE - Phase Bank 1, Max 1 * Settings 8 - TBA No Calendar Defined/Enabled Page 3 of 3 Print Date: 6/22/2016 2:07 AM Print Time: TOD Schedule Report for 5128: Red Rd&San Remo Av IntersectionAsset PH 1 PH 8PH 7PH 6PH 5PH 4PH 2 PH 3 0 0 0 0 0 0 0 0 -SBT -WBT -NBT WBL EBT Splits 5128 Red Rd&San Remo Av DOW-4 N/A 0 0 0 Max 0N/A Active Maximum Active PhaseBank TOD SettingOffsetCyclePlan #Op Mode TOD Schedule RedYellowMax 2Max LimitMin InitialDon't WalkWalkPhase Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 Veh Ext 1 0 0 0 0 000----0--000 0 0--000--0000-- 2 7 10 7 4 2.6107----10--777 0 30--303030--30111-- 3 0 0 0 0 000----0--000 0 0--000--0000-- 4 7 14 15 4 2.3147----14--777 53 13--131313--132.5 2.5 2.5-- 5 0 0 0 0 000----0--000 0 0--000--0000-- 6 7 10 7 4 2.6107----10--777 0 30--303030--30111-- 7 0 0 5 3.7 2.305----0--500 23 5--555--5222-- 8 7 14 15 4 2.3147----14--777 35 13--131313--132.5 2.5 2.5-- unknownLast In Service Date: Permitted Phases 12345678 -2-4-678Default External Permit 0 External Permit 1 External Permit 2 -2-4-6-8 -2-4-6-8 -2-4-6-8 Phase Bank 1Active Phase Bank: - SBT - WBT - NBT WBL EBT Page 1 of 3 Print Date: 6/22/2016 2:07 AM Print Time: TOD Schedule Report for 5128: Red Rd&San Remo Av Cycle Current TOD Schedule Plan Ring Offset Offset Green Time 120 0 85 0 22 0 85 5 11 0 431 100 0 65 0 22 0 65 5 11 0 202 140 0 82 0 45 0 82 17 22 0 663 150 0 104 0 33 0 104 5 22 0 514 130 0 92 0 25 0 92 5 14 0 355 180 0 127 0 40 0 127 12 22 0 606 90 0 63 0 14 0 63 0 14 0 287 190 0 137 0 40 0 137 12 22 0 418 130 0 83 0 34 0 83 6 22 0 11511 120 0 86 0 21 0 86 5 10 0 4212 80 0 53 0 14 0 53 0 14 0 5413 140 0 101 0 26 0 101 5 15 0 5114 115 0 80 0 22 0 80 5 11 0 5115 115 0 80 0 22 0 80 5 11 0 5116 180 0 117 0 50 0 117 20 24 0 6217 190 0 127 0 50 0 127 20 24 0 9418 160 0 118 0 29 0 118 11 12 0 019 160 0 111 0 36 0 111 10 20 0 11220 150 0 96 0 41 0 96 13 22 0 9321 180 0 131 0 36 0 131 10 20 0 11223 150 0 102 0 35 0 102 10 19 0 11525 DOWPlanTime Local TOD Schedule Free M T ThW0000 F 13 Su S0000 Free Su S0100 Free M T ThW0130 F Free Su S0200 Free M T ThW0530 F 17 M T ThW0600 F 11 Su S0630 18 M T ThW0730 F 23 M T ThW0930 F 21 Su S1000 20 M T ThW1100 F 6 M T ThW1500 F 8 M T ThW1600 F 19 M T ThW1900 F 2 M T ThW2000 3 Su S2000 42000 F 7 M T ThW2200 13 M T ThW2300 1 2 3 4 5 6 7 8 -SBT -WBT -WBL EBTNBT Day of WeekSettings *FunctionTime Local Time of Day Function TOD OUTPUTS --------Su S0000 TOD OUTPUTS ---5---1 M T W ThF0000 TOD OUTPUTS ---5---1 Su S0100 TOD OUTPUTS -------- M T W ThF0625 TOD OUTPUTS --------Su S0630 Day of WeekSettings *FunctionTime Current Time of Day Function 0000 TOD OUTPUTS ---5---1 M T W ThF 0625 TOD OUTPUTS -------- M T W ThF 7 - X-PED OMIT 6 - EXTERNAL PERMIT 2 5 - EXTERNAL PERMIT 1 4 - Phase Bank 3, Max 2 3 - Phase Bank 3, Max 1 2 - Phase Bank 2, Max 2 1 - Phase Bank 2, Max 1 Blank - Plan - Phase Bank 1, Max 2 Blank - FREE - Phase Bank 1, Max 1 * Settings 8 - TBA Page 2 of 3 Print Date: 1/7/2017 2:03 AM Print Time: TOD Schedule Report for 3303: Red Rd&Sunset Dr IntersectionAsset PH 1 PH 8PH 7PH 6PH 5PH 4PH 2 PH 3 0 0 0 0 0 0 0 0 NBL SBT EBL WBT SBL NBT WBL EBT Splits 3303 Red Rd&Sunset Dr DOW-7 N/A 0 0 0 Max 0N/A Active Maximum Active PhaseBank TOD SettingOffsetCyclePlan #Op Mode TOD Schedule RedYellowMax 2Max LimitMin InitialDon't WalkWalkPhase Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 Veh Ext 1 0 0 5 3.7 2.505----0--500 15 12--1255--5222-- 2 7 15 7 4 2.5157----15--777 0 56--562121--21111-- 3 0 0 5 3.7 2.405----0--500 16 16--1666--6222-- 4 7 16 10 4 2.4167----16--777 60 56--562323--2352.5 2.5-- 5 0 0 5 3.7 2.505----0--500 15 12--1255--5222-- 6 7 15 7 4 2.5157----15--777 0 56--562121--21111-- 7 0 0 5 3.7 2.405----0--500 16 16--1666--6222-- 8 7 16 10 4 2.4167----16--777 60 56--562323--2352.5 2.5-- unknownLast In Service Date: Permitted Phases 12345678 12345678Default External Permit 0 External Permit 1 External Permit 2 -2-4-6-8 -2-4-6-8 -2-4-6-8 Phase Bank 1Active Phase Bank: NBL SBT EBL WBT SBL NBT WBL EBT Page 1 of 3 Print Date: 1/7/2017 2:03 AM Print Time: TOD Schedule Report for 3303: Red Rd&Sunset Dr Cycle Current TOD Schedule Plan Ring Offset Offset Green Time 120 6 43 15 32 6 43 15 32 0 251 100 6 33 10 27 6 33 10 27 0 422 140 10 46 12 48 10 46 12 48 0 223 150 6 61 11 48 6 61 11 48 0 204 130 8 44 10 44 8 44 10 44 0 715 180 15 77 11 53 15 77 11 53 0 1506 90 6 27 9 24 6 27 9 24 0 477 190 15 87 11 53 15 87 11 53 0 208 80 6 25 5 20 6 25 5 20 0 469 80 6 25 5 20 6 25 5 20 0 7910 130 6 46 10 44 6 46 10 44 0 9611 120 6 35 12 43 6 35 12 43 0 7212 80 6 25 5 20 6 25 5 20 0 4313 140 6 52 16 42 6 52 16 42 0 2514 115 6 34 10 41 6 34 10 41 0 3715 115 6 34 10 41 6 34 10 41 0 3716 180 6 80 12 58 6 80 12 58 0 15917 190 6 90 12 58 6 90 12 58 0 7818 160 9 69 14 44 9 69 14 44 0 12719 160 6 60 12 58 6 60 12 58 0 11220 150 5 63 12 46 5 63 12 46 0 5621 80 6 25 5 20 6 25 5 20 0 4622 180 6 80 12 58 6 80 12 58 0 6323 150 6 65 12 43 6 65 12 43 0 2625 DOWPlanTime Local TOD Schedule 22 M T ThW0000 F 13 Su S0000 22 Su S0100 9 M T ThW0130 F 9 Su S0200 10 M T ThW0530 F 17 M T ThW0600 F 11 Su S0630 18 M T ThW0730 F 23 M T ThW0930 F 21 Su S1000 20 M T ThW1100 F 6 M T ThW1500 F 8 M T ThW1600 F 19 M T ThW1900 F 2 M T ThW2000 3 Su S2000 42000 F 7 M T ThW2200 13 M T ThW2300 1 2 3 4 5 6 7 8 NBL SBT EBL WBT SBL WBL EBTNBT Day of WeekSettings *FunctionTime Local Time of Day Function TOD OUTPUTS --------SuM T W ThF S0000 VEH MAX RECALL 8---4--- M T W ThF1100 VEH MAX RECALL -------- M T W ThF1900 Day of WeekSettings *FunctionTime Current Time of Day Function 0000 TOD OUTPUTS --------SuM T W ThF S 7 - X-PED OMIT 6 - EXTERNAL PERMIT 2 5 - EXTERNAL PERMIT 1 4 - Phase Bank 3, Max 2 3 - Phase Bank 3, Max 1 2 - Phase Bank 2, Max 2 1 - Phase Bank 2, Max 1 Blank - Plan - Phase Bank 1, Max 2 Blank - FREE - Phase Bank 1, Max 1 * Settings 8 - TBA Page 2 of 3 Print Date: 6/19/2016 2:05 AM Print Time: TOD Schedule Report for 3740: Sunset Dr&SW 58 Av IntersectionAsset PH 1 PH 8PH 7PH 6PH 5PH 4PH 2 PH 3 0 0 0 0 0 0 0 0 -WBT -NBT -EBT -SBT Splits 3740 Sunset Dr&SW 58 Av DOW-1 N/A 0 0 0 Max 0N/A Active Maximum Active PhaseBank TOD SettingOffsetCyclePlan #Op Mode TOD Schedule RedYellowMax 2Max LimitMin InitialDon't WalkWalkPhase Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 Veh Ext 1 0 0 0 0 000----0--000 0 0--000--0000-- 2 0 0 20 4 2.2020----0--2000 0 40--404040--40111-- 3 0 0 0 0 000----0--000 0 0--000--0000-- 4 7 6 7 4 2.267----6--777 31 23--231414--142.5 2.5 2.5-- 5 0 0 0 0 000----0--000 0 0--000--0000-- 6 0 0 20 4 2.2020----0--2000 0 40--404040--40111-- 7 0 0 0 0 000----0--000 0 0--000--0000-- 8 7 6 7 4 2.267----6--777 31 23--231414--142.5 2.5 2.5-- unknownLast In Service Date: Permitted Phases 12345678 -2-4-6-8Default External Permit 0 External Permit 1 External Permit 2 -------- -------- -------- Phase Bank 1Active Phase Bank: - WBT - NBT - EBT - SBT Page 1 of 3 Print Date: 6/19/2016 2:05 AM Print Time: TOD Schedule Report for 3740: Sunset Dr&SW 58 Av Cycle Current TOD Schedule Plan Ring Offset Offset Green Time 120 0 94 0 14 0 94 0 14 0 1171 100 0 74 0 14 0 74 0 14 0 152 140 0 104 0 24 0 104 0 24 0 1123 150 0 107 0 31 0 107 0 31 0 1294 130 0 96 0 22 0 96 0 22 0 65 90 0 59 0 19 0 59 0 19 0 516 90 0 64 0 14 0 64 0 14 0 347 95 0 60 0 23 0 60 0 23 0 548 80 0 52 0 16 0 52 0 16 0 5510 130 0 97 0 21 0 97 0 21 0 10711 120 0 92 0 16 0 92 0 16 0 6612 80 0 52 0 16 0 52 0 16 0 4513 140 0 112 0 16 0 112 0 16 0 12214 115 0 87 0 16 0 87 0 16 0 10415 115 0 87 0 16 0 87 0 16 0 10416 90 0 59 0 19 0 59 0 19 0 5217 95 0 64 0 19 0 64 0 19 0 5218 80 0 52 0 16 0 52 0 16 0 5919 80 0 49 0 19 0 49 0 19 0 3720 150 0 109 0 29 0 109 0 29 0 13721 90 0 59 0 19 0 59 0 19 0 3723 150 0 122 0 16 0 122 0 16 0 10725 DOWPlanTime Local TOD Schedule Flash M T ThW0000 F 13 Su S0000 Flash Su S0100 Flash M T ThW0130 F Flash Su S0200 10 M T ThW0530 F 17 M T ThW0600 F 11 Su S0630 18 M T ThW0730 F 23 M T ThW0930 F 21 Su S1000 20 M T ThW1100 F 6 M T ThW1500 F 8 M T ThW1600 F 19 M T ThW1900 F 2 M T W2000 3 Su S2000 42000 F 7 M T ThW2200 13 M T ThW2300 1 2 3 4 5 6 7 8 -WBT -NBT --SBTEBT Day of WeekSettings *FunctionTime Local Time of Day Function TOD OUTPUTS --------SuM T W ThF S0000 Day of WeekSettings *FunctionTime Current Time of Day Function 0000 TOD OUTPUTS --------SuM T W ThF S 7 - X-PED OMIT 6 - EXTERNAL PERMIT 2 5 - EXTERNAL PERMIT 1 4 - Phase Bank 3, Max 2 3 - Phase Bank 3, Max 1 2 - Phase Bank 2, Max 2 1 - Phase Bank 2, Max 1 Blank - Plan - Phase Bank 1, Max 2 Blank - FREE - Phase Bank 1, Max 1 * Settings 8 - TBA Page 2 of 3 Print Date: 6/19/2016 2:06 AM Print Time: TOD Schedule Report for 4491: US 1&SW 58 Av&SW 70 St IntersectionAsset PH 1 PH 8PH 7PH 6PH 5PH 4PH 2 PH 3 0 0 0 0 0 0 0 0 NBL SWT EBT NBT -NET -- Splits 4491 US 1&SW 58 Av&SW 70 St DOW-1 N/A 0 0 0 Max 0N/A Active Maximum Active PhaseBank TOD SettingOffsetCyclePlan #Op Mode TOD Schedule RedYellowMax 2Max LimitMin InitialDon't WalkWalkPhase Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 Veh Ext 1 0 0 5 4.4 2.405----0--500 9 10--1057--7222-- 2 7 27 7 4.4 2.7277----27--777 0 60--604160--60111-- 3 5 21 7 4 3.4217----21--755 25 20--201012--122.5 2.5 2.5-- 4 0 0 7 4 3.307----0--700 18 40--40712--122.5 2.5 2.5-- 5 0 0 0 0 000----0--000 0 0--000--0000-- 6 7 27 7 4.4 2.7277----27--777 0 60--604160--60111-- 7 0 0 0 0 000----0--000 0 0--000--0000-- 8 0 0 0 0 000----0--000 0 0--000--0000-- unknownLast In Service Date: Permitted Phases 12345678 1234-6--Default External Permit 0 External Permit 1 External Permit 2 -234-6-- -234-6-- -234-6-- Phase Bank 1Active Phase Bank: NBL SWT EBT NBT - NET - - Page 1 of 3 Print Date: 6/19/2016 2:06 AM Print Time: TOD Schedule Report for 4491: US 1&SW 58 Av&SW 70 St Cycle Current TOD Schedule Plan Ring Offset Offset Green Time 120 6 63 15 8 0 76 0 0 0 781 100 0 56 15 8 0 56 0 0 0 32 140 5 73 20 14 0 85 0 0 0 1333 150 0 93 20 16 0 93 0 0 0 24 130 8 66 19 9 0 81 0 0 0 115 180 6 110 18 18 0 123 0 0 0 826 90 0 46 15 8 0 46 0 0 0 507 190 6 124 18 14 0 137 0 0 0 1778 80 0 39 12 8 0 39 0 0 0 629 80 0 39 12 8 0 39 0 0 0 3410 130 8 60 21 13 0 75 0 0 0 3011 120 6 64 14 8 0 77 0 0 0 5512 80 0 39 12 8 0 39 0 0 0 5113 140 6 83 15 8 0 96 0 0 0 10714 115 6 57 16 8 0 70 0 0 0 6115 115 6 57 16 8 0 70 0 0 0 7016 180 11 114 19 8 0 132 0 0 0 17717 190 11 124 19 8 0 142 0 0 0 17718 160 12 95 17 8 0 114 0 0 0 2619 160 6 101 17 8 0 114 0 0 0 4020 150 7 78 24 13 0 92 0 0 0 821 80 0 39 12 8 0 39 0 0 0 5322 180 6 121 17 8 0 134 0 0 0 4023 150 6 91 17 8 0 104 0 0 0 2625 DOWPlanTime Local TOD Schedule 22 M T ThW0000 F 13 Su S0000 70000 22 Su S0100 9 M T ThW0130 F 9 Su S0200 10 M T ThW0530 F 17 M T ThW0600 F 11 Su S0630 18 M T ThW0730 F 23 M T ThW0930 F 21 Su S1000 20 M T ThW1100 F 6 M T ThW1500 F 8 M T ThW1600 F 19 M T ThW1900 F 2 M T ThW2000 3 Su S2000 42000 F 7 M T ThW2200 13 M T ThW2300 1 2 3 4 5 6 7 8 NBL SWT EBT NBT ---NET Day of WeekSettings *FunctionTime Local Time of Day Function TOD OUTPUTS ---5----SuM T W ThF S0000 TOD OUTPUTS -------- M T W ThF0625 TOD OUTPUTS -------- S0930 TOD OUTPUTS --------Su1000 TOD OUTPUTS ---5---- M T W ThF2000 TOD OUTPUTS ---5----Su S2300 Day of WeekSettings *FunctionTime Current Time of Day Function 0000 TOD OUTPUTS ---5----SuM T W ThF S 1000 TOD OUTPUTS --------Su 2300 TOD OUTPUTS ---5----Su S 7 - X-PED OMIT 6 - EXTERNAL PERMIT 2 5 - EXTERNAL PERMIT 1 4 - Phase Bank 3, Max 2 3 - Phase Bank 3, Max 1 2 - Phase Bank 2, Max 2 1 - Phase Bank 2, Max 1 Blank - Plan - Phase Bank 1, Max 2 Blank - FREE - Phase Bank 1, Max 1 * Settings 8 - TBA Page 2 of 3 Print Date: 6/19/2016 2:07 AM Print Time: TOD Schedule Report for 5223: US 1@SW 5700 Blk IntersectionAsset PH 1 PH 8PH 7PH 6PH 5PH 4PH 2 PH 3 0 0 0 0 0 0 0 0 ----SWL NET -- Splits 5223 US 1@SW 5700 Blk DOW-1 N/A 0 0 0 Max 0N/A Active Maximum Active PhaseBank TOD SettingOffsetCyclePlan #Op Mode TOD Schedule RedYellowMax 2Max LimitMin InitialDon't WalkWalkPhase Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 Veh Ext 1 0 0 0 0 000----0--000 0 0--000--0000-- 2 0 0 0 0 000----0--000 0 0--000--0000-- 3 0 0 0 0 000----0--000 0 0--000--0000-- 4 0 0 0 0 000----0--000 0 0--000--0000-- 5 0 0 5 4.4 205----0--500 30 25--2555--52.5 2.5 2.5-- 6 0 0 16 4.4 2016----0--1600 0 30--303030--30111-- 7 0 0 0 0 000----0--000 0 0--000--0000-- 8 0 0 0 0 000----0--000 0 0--000--0000-- unknownLast In Service Date: Permitted Phases 12345678 ----56--Default External Permit 0 External Permit 1 External Permit 2 -------- -------- -------- Phase Bank 1Active Phase Bank: - - - - SWL NET - - Page 1 of 3 Print Date: 6/19/2016 2:07 AM Print Time: TOD Schedule Report for 5223: US 1@SW 5700 Blk Cycle Current TOD Schedule Plan Ring Offset Offset Green Time 120 0 0 0 0 29 79 0 0 0 711 100 0 0 0 0 29 59 0 0 0 512 140 0 0 0 0 10 118 0 0 0 213 150 0 0 0 0 14 124 0 0 0 114 130 0 0 0 0 16 102 0 0 0 315 180 0 0 0 0 25 143 0 0 0 756 90 0 0 0 0 34 44 0 0 0 407 190 0 0 0 0 25 153 0 0 0 1668 80 0 0 0 0 24 44 0 0 0 469 80 0 0 0 0 24 44 0 0 0 4010 130 0 0 0 0 8 110 0 0 0 3711 120 0 0 0 0 14 94 0 0 0 6812 80 0 0 0 0 24 44 0 0 0 5413 140 0 0 0 0 39 89 0 0 0 9114 115 0 0 0 0 14 89 0 0 0 7215 115 0 0 0 0 14 89 0 0 0 7216 180 0 0 0 0 25 143 0 0 0 1417 190 0 0 0 0 25 153 0 0 0 1418 160 0 0 0 0 16 132 0 0 0 4519 160 0 0 0 0 15 133 0 0 0 5020 150 0 0 0 0 14 124 0 0 0 4121 80 0 0 0 0 24 44 0 0 0 4622 180 0 0 0 0 15 153 0 0 0 5023 150 0 0 0 0 24 114 0 0 0 3225 DOWPlanTime Local TOD Schedule 22 M T ThW0000 F 13 Su S0000 22 Su S0100 9 M T ThW0130 F 9 Su S0200 10 M T ThW0530 F 17 M T ThW0600 F 11 Su S0630 18 M T ThW0730 F 23 M T ThW0930 F 21 Su S1000 20 M T ThW1100 F 6 M T ThW1500 F 8 M T ThW1600 F 19 M T ThW1900 F 2 M T ThW2000 3 Su S2000 42000 F 7 M T ThW2200 13 M T ThW2300 1 2 3 4 5 6 7 8 ----SWL --NET Day of WeekSettings *FunctionTime Local Time of Day Function TOD OUTPUTS --------SuM T W ThF S0000 Day of WeekSettings *FunctionTime Current Time of Day Function 0000 TOD OUTPUTS --------SuM T W ThF S 7 - X-PED OMIT 6 - EXTERNAL PERMIT 2 5 - EXTERNAL PERMIT 1 4 - Phase Bank 3, Max 2 3 - Phase Bank 3, Max 1 2 - Phase Bank 2, Max 2 1 - Phase Bank 2, Max 1 Blank - Plan - Phase Bank 1, Max 2 Blank - FREE - Phase Bank 1, Max 1 * Settings 8 - TBA Page 2 of 3 Historic Background Growth 16 1 2 0 Su n s e t P l a c e Ba c k g r o u n d  Gr o w t h  Ra t e St a t i o n Lo c a t i o n 20 1 2 2 0 1 3 2 0 1 4 2 0 1 5 2 0 1 6 00 34 SR  95 9  / RE D  RD  / SW  57  AV ,  20 0 '  N SR  5 / US ‐1 2 3 , 5 0 0            21 , 4 0 0            23 , 5 0 0            26 , 0 0 0            24,500       01 2 7 SR  5 / US ‐1 , 40 0 '  E of  SW  57  AV E . 82 , 0 0 0            74 , 0 0 0            79 , 5 0 0            70 , 0 0 0            74,500       82 5 2 S W  59 T H  PL A C E  , 10 0 '  SO U T H  OF  SW  71  ST R E E T 8, 4 0 0                7, 4 0 0                7, 4 0 0                7, 3 0 0                7,200         82 5 3 SW  70 T H  ST  , 10 0 '  EA S T  OF  CO M M E R C E 10 , 3 0 0            10 , 1 0 0            10 , 1 0 0            10 , 0 0 0            9,800         82 9 9 C R  95 9  SR  95 9 ,  20 0 '  NO R T H  OF  SU N S E T  DR I V E 15 , 3 0 0            15 , 3 0 0            15 , 2 0 0            15 , 0 0 0            16,200       13 9 , 5 0 0 1 2 8 , 2 0 0 1 3 5 , 7 0 0 1 2 8 , 3 0 0 1 3 2 , 2 0 0 ‐8. 1 % 5 . 9 % ‐5. 5 % 3 . 0 % ‐1.2% Gr o w t h  Tr e n d To t a l Ye a r l y  Gr o w t h FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2016 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0034 - SR 959/RED RD/SW 57 AV, 200' N SW 66TH STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- ---------- ------------ ------------ --------- -------- -------- 2016 24500 C N 12000 S 12500 9.00 56.10 3.50 2015 26000 C N 12500 S 13500 9.00 57.40 8.60 2014 23500 C N 11500 S 12000 9.00 59.30 6.90 2013 21400 C N 9400 S 12000 9.00 58.90 5.40 2012 23500 C N 11000 S 12500 9.00 59.70 10.00 2011 24500 C N 11500 S 13000 9.00 58.20 3.20 2010 22000 C N 11500 S 10500 7.87 58.27 3.20 2009 23000 C N 11500 S 11500 7.98 59.96 4.50 2008 23500 F N 12000 S 11500 8.07 66.31 5.80 2007 23500 C N 12000 S 11500 7.90 63.12 5.80 2006 22500 C N 10500 S 12000 7.39 58.66 13.10 2005 20500 C N 10000 S 10500 7.70 65.70 11.90 2004 20400 C N 9900 S 10500 8.20 67.10 11.90 2003 22000 C N 11000 S 11000 8.10 72.30 3.30 2002 22500 C N 11500 S 11000 9.20 68.00 3.60 2001 19400 C N 9400 S 10000 8.20 53.50 2.40 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 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2016 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0127 - SR 5/US-1, 400' E OF SW 57 AVE. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- ---------- ------------ ------------ --------- -------- -------- 2016 74500 C N 39500 S 35000 9.00 56.10 2.90 2015 70000 C N 35000 S 35000 9.00 57.40 3.70 2014 79500 C N 39000 S 40500 9.00 59.30 3.40 2013 74000 C N 37500 S 36500 9.00 58.90 5.00 2012 82000 C N 41000 S 41000 9.00 59.70 5.10 2011 79500 C N 40000 S 39500 9.00 58.20 3.90 2010 77000 C N 39000 S 38000 7.87 58.27 4.30 2009 78000 C N 39000 S 39000 7.98 59.96 4.90 2008 82000 C N 41500 S 40500 8.07 66.31 3.70 2007 82500 C N 42000 S 40500 7.90 63.12 3.50 2006 79000 C N 40000 S 39000 7.39 58.66 8.00 2005 81000 C N 41500 S 39500 7.70 65.70 5.50 2004 92500 C N 48500 S 44000 8.20 67.10 4.90 2003 89000 C N 45000 S 44000 8.10 72.30 3.40 2002 84000 C N 44000 S 40000 9.20 68.00 4.30 2001 87500 C N 42000 S 45500 8.20 53.50 3.00 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 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2016 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8252 - SW 59TH PLACE, 100' SOUTH OF SW 71 STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- ---------- ------------ ------------ --------- -------- -------- 2016 7200 T N 4400 S 2800 9.00 56.10 3.30 2015 7300 S N 4500 S 2800 9.00 57.40 5.30 2014 7400 F N 4600 S 2800 9.00 59.30 1.80 2013 7400 C N 4600 S 2800 9.00 58.90 1.80 2012 8400 C N 5500 S 2900 9.00 59.70 1.80 2011 8300 C N 5500 S 2800 9.00 58.20 14.70 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 2016 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8253 - SW 70TH ST, 100' EAST OF COMMERCE YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- ---------- ------------ ------------ --------- -------- -------- 2016 9800 T E 5900 W 3900 9.00 56.10 3.30 2015 10000 S E 6000 W 4000 9.00 57.40 5.30 2014 10100 F E 6100 W 4000 9.00 59.30 7.50 2013 10100 C E 6100 W 4000 9.00 58.90 16.20 2012 10300 F E 7500 W 2800 9.00 59.70 16.00 2011 10200 C E 7400 W 2800 9.00 58.20 14.70 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 2016 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8299 - CR-959 & SR-959, 200' NORTH OF SUNSET DR YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- ---------- ------------ ------------ --------- -------- -------- 2016 16200 C N 8000 S 8200 9.00 56.10 13.50 2015 15000 T N 6700 S 8300 9.00 57.40 13.70 2014 15200 S N 6800 S 8400 9.00 59.30 17.40 2013 15300 F N 6800 S 8500 9.00 58.90 16.20 2012 15300 C N 6800 S 8500 9.00 59.70 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 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2015 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8252 - SW 59TH PLACE, 100' SOUTH OF SW 71 STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- ---------- ------------ ------------ --------- -------- -------- 2015 7300 S N 4500 S 2800 9.00 57.40 5.30 2014 7400 F N 4600 S 2800 9.00 59.30 1.80 2013 7400 C N 4600 S 2800 9.00 58.90 1.80 2012 8400 C N 5500 S 2900 9.00 59.70 1.80 2011 8300 C N 5500 S 2800 9.00 58.20 14.70 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; F = 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 2015 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0127 - SR 5/US-1, 400' E OF SW 57 AVE. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- ---------- ------------ ------------ --------- -------- -------- 2015 70000 C N 35000 S 35000 9.00 57.40 3.70 2014 79500 C N 39000 S 40500 9.00 59.30 3.40 2013 74000 C N 37500 S 36500 9.00 58.90 5.00 2012 82000 C N 41000 S 41000 9.00 59.70 5.10 2011 79500 C N 40000 S 39500 9.00 58.20 3.90 2010 77000 C N 39000 S 38000 7.87 58.27 4.30 2009 78000 C N 39000 S 39000 7.98 59.96 4.90 2008 82000 C N 41500 S 40500 8.07 66.31 3.70 2007 82500 C N 42000 S 40500 7.90 63.12 3.50 2006 79000 C N 40000 S 39000 7.39 58.66 8.00 2005 81000 C N 41500 S 39500 7.70 65.70 5.50 2004 92500 C N 48500 S 44000 8.20 67.10 4.90 2003 89000 C N 45000 S 44000 8.10 72.30 3.40 2002 84000 C N 44000 S 40000 9.20 68.00 4.30 2001 87500 C N 42000 S 45500 8.20 53.50 3.00 2000 81500 C N 42500 S 39000 8.20 53.10 3.20 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; F = 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 2015 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0034 - SR 959/RED RD/SW 57 AV, 200' N SR 5/US-1 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- ---------- ------------ ------------ --------- -------- -------- 2015 26000 C N 12500 S 13500 9.00 57.40 8.60 2014 23500 C N 11500 S 12000 9.00 59.30 6.90 2013 21400 C N 9400 S 12000 9.00 58.90 5.40 2012 23500 C N 11000 S 12500 9.00 59.70 10.00 2011 24500 C N 11500 S 13000 9.00 58.20 3.20 2010 22000 C N 11500 S 10500 7.87 58.27 3.20 2009 23000 C N 11500 S 11500 7.98 59.96 4.50 2008 23500 F N 12000 S 11500 8.07 66.31 5.80 2007 23500 C N 12000 S 11500 7.90 63.12 5.80 2006 22500 C N 10500 S 12000 7.39 58.66 13.10 2005 20500 C N 10000 S 10500 7.70 65.70 11.90 2004 20400 C N 9900 S 10500 8.20 67.10 11.90 2003 22000 C N 11000 S 11000 8.10 72.30 3.30 2002 22500 C N 11500 S 11000 9.20 68.00 3.60 2001 19400 C N 9400 S 10000 8.20 53.50 2.40 2000 23500 C N 11500 S 12000 8.20 53.10 3.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; F = 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 2015 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8253 - SW 70TH ST, 100' EAST OF COMMERCE YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- ---------- ------------ ------------ --------- -------- -------- 2015 10000 S E 6000 W 4000 9.00 57.40 5.30 2014 10100 F E 6100 W 4000 9.00 59.30 7.50 2013 10100 C E 6100 W 4000 9.00 58.90 16.20 2012 10300 F E 7500 W 2800 9.00 59.70 16.00 2011 10200 C E 7400 W 2800 9.00 58.20 14.70 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; F = 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 S0801 COMMUTING CHARACTERISTICS BY SEX 2010-2014 American Community Survey 5-Year Estimates Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Survey website in the Data and Documentation section. Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American Community Survey website in the Methodology section. Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, it is the Census Bureau's Population Estimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities and towns and estimates of housing units for states and counties. Subject South Miami city, Florida Total Male Female Estimate Margin of Error Estimate Margin of Error Estimate Workers 16 years and over 5,763 +/-434 3,193 +/-325 2,570 MEANS OF TRANSPORTATION TO WORK Car, truck, or van 81.8%+/-3.9 77.3%+/-6.1 87.4% Drove alone 75.9%+/-4.5 71.1%+/-6.9 81.8% Carpooled 5.9%+/-2.4 6.1%+/-3.1 5.6% In 2-person carpool 4.8%+/-2.4 5.6%+/-3.1 3.9% In 3-person carpool 0.6%+/-0.4 0.3%+/-0.4 1.0% In 4-or-more person carpool 0.5%+/-0.3 0.3%+/-0.3 0.8% Workers per car, truck, or van 1.04 +/-0.02 1.04 +/-0.02 1.04 Public transportation (excluding taxicab)6.2%+/-2.5 7.0%+/-4.1 5.3% Walked 3.8%+/-1.8 4.4%+/-2.7 3.2% Bicycle 4.5%+/-2.5 8.1%+/-4.3 0.0% Taxicab, motorcycle, or other means 1.2%+/-1.0 0.8%+/-0.8 1.6% Worked at home 2.5%+/-1.1 2.5%+/-1.5 2.5% PLACE OF WORK Worked in state of residence 99.0%+/-1.1 99.2%+/-1.1 98.9% Worked in county of residence 96.6%+/-1.8 96.1%+/-2.5 97.4% Worked outside county of residence 2.4%+/-1.4 3.1%+/-2.3 1.5% Worked outside state of residence 1.0%+/-1.1 0.8%+/-1.1 1.1% Living in a place 100.0%+/-0.7 100.0%+/-1.2 100.0% Worked in place of residence 13.2%+/-3.7 16.3%+/-5.8 9.3% Worked outside place of residence 86.8%+/-3.7 83.7%+/-5.8 90.7% Not living in a place 0.0%+/-0.7 0.0%+/-1.2 0.0% Living in 12 selected states 0.0%+/-0.7 0.0%+/-1.2 0.0% Worked in minor civil division of residence 0.0%+/-0.7 0.0%+/-1.2 0.0% Worked outside minor civil division of residence 0.0%+/-0.7 0.0%+/-1.2 0.0% Not living in 12 selected states 100.0%+/-0.7 100.0%+/-1.2 100.0% Workers 16 years and over who did not work at home 5,618 +/-430 3,113 +/-320 2,505 TIME LEAVING HOME TO GO TO WORK 12:00 a.m. to 4:59 a.m.1.3%+/-1.1 1.7%+/-1.7 0.8% 5:00 a.m. to 5:29 a.m.1.4%+/-1.1 1.3%+/-1.7 1.5% 1 of4 03/16/2016 Subject South Miami city, Florida Total Male Female Estimate Margin of Error Estimate Margin of Error Estimate 5:30 a.m. to 5:59 a.m.1.1%+/-0.8 0.8%+/-1.0 1.4% 6:00 a.m. to 6:29 a.m.4.1%+/-2.1 2.7%+/-2.0 5.9% 6:30 a.m. to 6:59 a.m.7.8%+/-2.5 8.2%+/-3.9 7.3% 7:00 a.m. to 7:29 a.m.14.3%+/-3.8 13.2%+/-6.2 15.6% 7:30 a.m. to 7:59 a.m.11.0%+/-3.3 9.5%+/-4.6 12.8% 8:00 a.m. to 8:29 a.m.18.5%+/-4.2 20.0%+/-6.1 16.7% 8:30 a.m. to 8:59 a.m.4.7%+/-1.8 4.2%+/-2.1 5.3% 9:00 a.m. to 11:59 p.m.35.8%+/-5.2 38.4%+/-7.4 32.6% TRAVEL TIME TO WORK Less than 10 minutes 11.2%+/-3.4 11.6%+/-4.9 10.8% 10 to 14 minutes 12.2%+/-3.6 12.6%+/-5.8 11.7% 15 to 19 minutes 17.6%+/-4.4 22.3%+/-6.7 11.9% 20 to 24 minutes 15.7%+/-3.3 14.6%+/-5.6 16.9% 25 to 29 minutes 5.4%+/-2.2 2.3%+/-2.2 9.2% 30 to 34 minutes 17.2%+/-3.9 18.5%+/-5.4 15.6% 35 to 44 minutes 6.2%+/-2.0 4.7%+/-2.5 8.1% 45 to 59 minutes 7.6%+/-2.8 8.2%+/-3.6 7.0% 60 or more minutes 6.8%+/-2.5 5.2%+/-3.1 8.8% Mean travel time to work (minutes)25.3 +/-2.1 23.9 +/-2.8 26.9 VEHICLES AVAILABLE Workers 16 years and over in households 5,762 +/-434 3,192 +/-325 2,570 No vehicle available 4.8%+/-3.3 7.3%+/-5.5 1.8% 1 vehicle available 24.8%+/-6.1 26.1%+/-9.0 23.3% 2 vehicles available 44.6%+/-6.8 41.9%+/-7.9 47.9% 3 or more vehicles available 25.8%+/-6.7 24.8%+/-7.6 27.0% PERCENT IMPUTED Means of transportation to work 8.7%(X)(X)(X)(X) Private vehicle occupancy 9.0%(X)(X)(X)(X) Place of work 10.0%(X)(X)(X)(X) Time leaving home to go to work 15.9%(X)(X)(X)(X) Travel time to work 14.6%(X)(X)(X)(X) Vehicles available 0.9%(X)(X)(X)(X) 2 of4 03/16/2016 Project_Cardinal Distribution Sunset Place TAZ 1119 DIRECTION201020402020 NNE17.20%21.50%18.63%23.93%30.67% ENE11.70%12.70%12.03% ESE1.50%1.70%1.57% SSE1.70%1.60%1.67%42.20%3.23% SSW20.70%16.50%19.30% WSW23.50%21.70%22.90% WNW10.70%9.40%10.27% NNW13.00%15.00%13.67% 33.17%13.60% 32.30% 20.97%        CR A S H S U M M A R Y S T U D Y A R E A TOTAL # OF INCIDENTS = 913                                 TOTAL # OF FATALITIES = 2 FA T A L I T Y L O C A T I O N M A P         SW 5 7 th A V E N U E TOTAL # OF INCIDENTS = 278      SW 7 2 nd A V E N U E TOTAL # OF INCIDENTS = 332        US - 1 TOTAL # OF INCIDENTS = 542      SW 7 1 st S T R E E T TOTAL # OF INCIDENTS = 19      SW 5 8 th A V E N U E TOTAL # OF INCIDENTS = 60      SA N R E M O A V E N U E TOTAL # OF INCIDENTS = 20 Tenant Information Shops at Sunset Place Rent Roll 9/30/2016 StartExpiration Unit Tenant DBA Actual RentableDate Date XAAMC Sunset Place 24 46,03112/18/199812/31/2018 XAAMC Sunset Place 24 46,03112/18/199812/31/2018 C14Pacific Sunwear of California 2,4851/22/199912/31/2016 J01Disney Store 6,4701/23/19997/31/2017 E03Bath & Body Works 1,7732/1/19991/31/2018 C20Barnes & Noble 21,2172/10/19991/31/2018 C20Barnes & Noble 11,1052/10/19991/31/2018 A09AForever 21 10,0002/9/20031/31/2018 C08ALDO 1,3018/10/20041/31/2018 F7AL.A. Fitness Sports Clubs 24,89012/22/20041/31/2020 F7AL.A. Fitness Sports Clubs 14,10012/22/20041/31/2020 F7AL.A. Fitness Sports Clubs 10,24012/22/20041/31/2020 C16Traffic Shoes 1,5873/2/20053/31/2018 A02BPanera Bread 4,5503/13/20073/31/2017 F04Victoria's Secret 8,2208/10/20071/31/2018 B01BZumiez 2,6705/25/20081/31/2019 D01BSplitsville 25,26910/22/200810/31/2018 C17Beya 1,24312/19/200812/31/2018 H01Johnny Rockets 2,1962/1/20091/31/2019 G12Eyebrow Designer 21 853 6/1/20115/31/2017 B13ABuffalo Wild Wings Grill & Bar 6,5169/24/20119/30/2021 C11AExpress 8,08010/21/20111/31/2022 C09Luggage World and Travel 2,03512/1/20111/31/2018 E05IT'SUGAR 2,05812/16/201112/31/2021 F01Banana Republic 6,8642/1/20121/31/2019 A15ALove Culture 10,6688/31/20128/31/2022 K03GameTime 22,36910/1/20128/31/2024 K03BGameTime 11,30810/1/20128/31/2024 F06Lumigarnet Nail Spa 90510/15/201210/31/2017 A10Steps New York 3,22310/25/20131/31/2019 H03Gap/Gap Kids 9,8982/1/20141/31/2019 C12Hollister Co.5,8732/1/20141/31/2019 E01ENEXTOUCH 1,0203/1/20142/28/2019 A19General Nutrition Center 1,3173/18/20143/31/2024 E01BChatime Florida 351 6/20/20146/30/2024 A18US Polo Assn Since 1890 2,4637/8/20147/31/2024 C07APinkies Nail Studio 1,30910/1/20149/30/2018 G10Shiver Entertainment 15,93011/1/20146/30/2018 A01AMellow Mushroom 5,0002/23/20152/28/2025 C11DJimmy John's Gourmet Sandwiche 1,4003/4/20153/31/2025 M01BJust 4 Fun 8,7685/1/20154/30/2018 C11CPasion Del Cielo Coffee 1,5646/5/20156/30/2022 A03AZ Gallerie 12,27810/1/20159/30/2025 Shops at Sunset Place Rent Roll 9/30/2016 StartExpiration Unit Tenant DBA Actual RentableDate Date B10AFrontgate Miami Outlet 17,34211/2/201511/30/2016 B08Frontgate Miami Outlet 5,86111/2/201511/30/2016 E04Color Me Mine 1,6791/1/201612/31/2017 C18Miami Sunset Grill 6,5405/1/20164/30/2018 C06Katherin Garcia 2,7515/31/20165/31/2017 G11QBIK Insurance 1,0975/31/20165/31/2017 A16Tea & Poets 4,4146/30/20166/30/2017 M01AKaplan 4,9857/1/20164/30/2019 B12AHot Miami Fashion 3,8288/31/20168/31/2017 B11ACryo 5701 LLC 1,3179/1/20169/1/2017 K04Tony's Lanchonete 1,2079/18/20169/18/2017 B04Restoration Hardware Outlet 17,9279/30/201610/31/2018 B04Restoration Hardware Outlet 17,1729/30/201610/31/2018 B04Restoration Hardware Outlet 10,1469/30/201610/31/2018 J07Believers 7,3639/30/20169/30/2017 A17Vacant 3,907 K104AVacant 124 B11BVacant 1,587 G15Vacant 786 J04Vacant 6,876 G16Vacant 794 E02AVacant 2,811 G17Vacant 3,090 C03Vacant 4,866 C01Vacant 4,482 B01AVacant 3,116 G14Vacant 1,653 G13Vacant 1,618 Occupied 487,05793.17% Vacant 35,710 6.83% Total 522,767 Appendix C Intersection Capacity Analysis Worksheets Existing Conditions HCM 2010 Signalized Intersection Summary 16120 Existing AM 1: US-1 & Red Road 10/4/2016 Sunset Place 9/20/2016 16120 Existing AM Synchro 9 Report SF Page 1 HCM 2010 Signalized Intersection Summary 16120 Existing PM 1: US-1 & Red Road 10/4/2016 Sunset Place 10/4/2016 16120 Existing PM Synchro 9 Report SF Page 1 HCM 2010 TWSC 16120 Existing AM 2: Red Road & Madruga Avenue 10/4/2016 Sunset Place 9/20/2016 16120 Existing AM Synchro 9 Report SF Page 1 Intersection Int Delay, s/veh3.8 Movement NBTNBRSBLSBT SWLSWR HCM 2010 TWSC 16120 Existing PM 2: Red Road & Madruga Avenue 10/4/2016 Sunset Place 10/4/2016 16120 Existing PM Synchro 9 Report SF Page 1 Intersection Int Delay, s/veh3.7 Movement NBTNBRSBLSBT SWLSWR HCM Signalized Intersection Capacity Analysis 16120 Existing AM 3: Red Road & San Remo Avenue 11/15/2016 Sunset Place 9/20/2016 16120 Existing AM Synchro 9 Report SF Page 1 Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)71244806250608134175539 Future Volume (vph)71244806250608134175539 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)6.06.06.0 6.0 7.0 7.07.0 Lane Util. Factor 1.001.001.00 1.00 0.95 1.000.95 Frpb, ped/bikes 1.001.001.00 1.00 0.97 1.001.00 Flpb, ped/bikes 0.941.000.92 1.00 1.00 0.991.00 Frt 1.000.851.00 0.85 0.97 1.001.00 Flt Protected 0.961.000.95 1.00 1.00 0.951.00 Satd. Flow (prot)1670158316211583 332717583539 Flt Permitted 0.961.000.52 1.00 0.95 0.341.00 Satd. Flow (perm)167015838951583 3167 6383539 Peak-hour factor, PHF0.960.960.960.960.960.960.920.960.960.960.960.96 Adj. Flow (vph)71255006550633140182561 RTOR Reduction (vph)00230055 007000 Lane Group Flow (vph)08250010007710182561 Confl. Peds. (#/hr)27 7373 27 4 304 Confl. Bikes (#/hr)1 1 4 Turn Type PermNAProtpm+pt ProtPerm NAPermNA Protected Phases 887 4 6 2 Permitted Phases 8 4 6 2 Actuated Green, G (s)13.813.828.3 28.3 148.7148.7148.7 Effective Green, g (s)13.813.828.3 28.3 148.7148.7148.7 Actuated g/C Ratio 0.070.070.15 0.15 0.78 0.780.78 Clearance Time (s)6.06.06.0 6.0 7.0 7.07.0 Vehicle Extension (s)2.52.52.0 2.5 1.0 1.01.0 Lane Grp Cap (vph)121114165 235 2478 4992769 v/s Ratio Prot 0.00c0.01 0.01 0.16 v/s Ratio Perm 0.00c0.03 0.24c0.29 v/c Ratio 0.070.020.30 0.04 0.31 0.360.20 Uniform Delay, d1 82.181.871.1 69.2 5.9 6.35.3 Progression Factor 1.001.001.00 1.00 1.10 0.600.37 Incremental Delay, d2 0.20.00.4 0.1 0.3 1.40.1 Delay (s)82.381.871.5 69.3 6.8 5.22.1 Level of Service FFE E A AA Approach Delay (s)81.9 70.2 6.8 2.9 Approach LOS F E A A Intersection Summary HCM 2000 Control Delay 10.9HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.36 Actuated Cycle Length (s) 190.0Sum of lost time (s)19.0 Intersection Capacity Utilization 70.3%ICU Level of Service C Analysis Period (min)15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 16120 Existing AM 3: Red Road & San Remo Avenue 11/15/2016 Sunset Place 9/20/2016 16120 Existing AM Synchro 9 Report SF Page 2 Movement SBR Lane Configurations Traffic Volume (vph)0 Future Volume (vph)0 Ideal Flow (vphpl)1900 Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF0.96 Adj. Flow (vph)0 RTOR Reduction (vph)0 Lane Group Flow (vph)0 Confl. Peds. (#/hr)30 Confl. Bikes (#/hr)4 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary Timings 16120 Existing AM 3: Red Road & San Remo Avenue 11/15/2016 Sunset Place 9/20/2016 16120 Existing AM Synchro 9 Report SF Page 1 Lane Group EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)71244806250608134175539 Future Volume (vph)71244806250608134175539 Confl. Peds. (#/hr)27 7373 27 4 304 Confl. Bikes (#/hr)1 1 4 Peak Hour Factor 0.960.960.960.960.960.960.920.960.960.960.960.96 Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypePermNAProtpm+ptProtPermNAPermNA Protected Phases 887 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 888746622 Switch Phase Minimum Initial (s)15.015.015.05.0 15.07.0 7.0 7.07.0 Minimum Split (s)27.027.027.024.0 27.024.0 24.0 24.024.0 Total Split (s)30.030.030.026.0 56.0134.0134.0134.0134.0 Total Split (%)15.8%15.8%15.8%13.7%29.5%70.5%70.5%70.5%70.5% Yellow Time (s)4.04.04.04.0 4.04.0 4.0 4.04.0 All-Red Time (s)2.02.02.02.0 2.03.0 3.0 3.03.0 Lost Time Adjust (s)0.00.00.0 0.0 0.0 0.00.0 Total Lost Time (s)6.06.06.0 6.0 7.0 7.07.0 Lead/Lag LagLagLagLead Lead-Lag Optimize?YesYesYesYes Recall Mode NoneNoneNoneNoneNoneC-MaxC-MaxC-MaxC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 94 (49%), Referenced to phase 2:SBTL and 6:NBTU, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 3: Red Road & San Remo Avenue Timings 16120 Existing AM 3: Red Road & San Remo Avenue 11/15/2016 Sunset Place 9/20/2016 16120 Existing AM Synchro 9 Report SF Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph)0 Future Volume (vph)0 Confl. Peds. (#/hr)30 Confl. Bikes (#/hr)4 Peak Hour Factor 0.96 Growth Factor 100% Heavy Vehicles (%)2% Bus Blockages (#/hr)0 Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Intersection Summary Queues 16120 Existing AM 3: Red Road & San Remo Avenue 05/30/2017 Sunset Place 09/20/2016 16120 Existing AM Synchro 10 Report SF Page 1 Lane Group EBTEBRWBLWBRNBTSBLSBT Lane Group Flow (vph)8255065778182561 v/c Ratio 0.060.140.300.220.310.360.20 Control Delay 82.21.773.014.57.05.82.3 Queue Delay 0.00.00.00.00.30.00.0 Total Delay 82.21.773.014.57.35.82.3 Queue Length 50th (ft)905501152335 Queue Length 95th (ft)30010049144m28m41 Internal Link Dist (ft)113 177 125 Turn Bay Length (ft)100 120 Base Capacity (vph)21024922646424845002770 Starvation Cap Reductn 000095300 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.040.100.220.140.510.360.20 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 16120 Existing PM 3: Red Road & San Remo Avenue 11/15/2016 Sunset Place 10/4/2016 16120 Existing PM Synchro 9 Report SF Page 1 Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)1794621201051204347778467 Future Volume (vph)1794621201051204347778467 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)6.06.06.0 6.0 7.0 7.07.0 Lane Util. Factor 1.001.001.00 1.00 0.95 1.000.95 Frpb, ped/bikes 1.001.001.00 1.00 0.98 1.001.00 Flpb, ped/bikes 0.861.000.92 1.00 1.00 0.951.00 Frt 1.000.851.00 0.85 0.98 1.001.00 Flt Protected 0.971.000.95 1.00 1.00 0.951.00 Satd. Flow (prot)1542158316251583 338816753539 Flt Permitted 0.971.000.49 1.00 0.94 0.451.00 Satd. Flow (perm)154215838441583 3176 7893539 Peak-hour factor, PHF0.970.970.970.970.970.970.920.970.970.970.970.97 Adj. Flow (vph)1894721901081304477980481 RTOR Reduction (vph)00440049 006000 Lane Group Flow (vph)027321905900533080481 Confl. Peds. (#/hr)80 7878 80 23 2121 Confl. Bikes (#/hr)1 4 3 Turn Type PermNAProtpm+pt ProtPerm NAPermNA Protected Phases 887 4 6 2 Permitted Phases 8 4 6 2 Actuated Green, G (s)12.012.030.6 30.6 146.4146.4146.4 Effective Green, g (s)12.012.030.6 30.6 146.4146.4146.4 Actuated g/C Ratio 0.060.060.16 0.16 0.77 0.770.77 Clearance Time (s)6.06.06.0 6.0 7.0 7.07.0 Vehicle Extension (s)2.52.52.0 2.5 1.0 1.01.0 Lane Grp Cap (vph)9799187 254 2447 6072726 v/s Ratio Prot 0.00c0.08 0.04 0.14 v/s Ratio Perm 0.02c0.11 c0.17 0.10 v/c Ratio 0.280.031.17 0.23 0.22 0.130.18 Uniform Delay, d1 84.983.578.4 69.4 6.0 5.65.8 Progression Factor 1.001.001.00 1.00 1.05 0.460.46 Incremental Delay, d2 1.10.1119.5 0.3 0.2 0.40.1 Delay (s)86.083.6197.9 69.8 6.5 2.92.8 Level of Service FFF E A AA Approach Delay (s)84.5 155.6 6.5 2.8 Approach LOS F F A A Intersection Summary HCM 2000 Control Delay 41.4HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.38 Actuated Cycle Length (s) 190.0Sum of lost time (s)19.0 Intersection Capacity Utilization 65.2%ICU Level of Service C Analysis Period (min)15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 16120 Existing PM 3: Red Road & San Remo Avenue 11/15/2016 Sunset Place 10/4/2016 16120 Existing PM Synchro 9 Report SF Page 2 Movement SBR Lane Configurations Traffic Volume (vph)0 Future Volume (vph)0 Ideal Flow (vphpl)1900 Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF0.97 Adj. Flow (vph)0 RTOR Reduction (vph)0 Lane Group Flow (vph)0 Confl. Peds. (#/hr)23 Confl. Bikes (#/hr)8 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary Timings 16120 Existing PM 3: Red Road & San Remo Avenue 11/15/2016 Sunset Place 10/4/2016 16120 Existing PM Synchro 9 Report SF Page 1 Lane Group EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)1794621201051204347778467 Future Volume (vph)1794621201051204347778467 Confl. Peds. (#/hr)80 7878 80 23 2121 Confl. Bikes (#/hr)1 4 3 Peak Hour Factor 0.970.970.970.970.970.970.920.970.970.970.970.97 Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypePermNAProtpm+ptProtPermNAPermNA Protected Phases 887 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 888746622 Switch Phase Minimum Initial (s)15.015.015.05.0 15.07.0 7.0 7.07.0 Minimum Split (s)27.027.027.018.0 27.024.0 24.0 24.024.0 Total Split (s)28.028.028.018.0 46.0144.0144.0144.0144.0 Total Split (%)14.7%14.7%14.7%9.5%24.2%75.8%75.8%75.8%75.8% Yellow Time (s)4.04.04.04.0 4.04.0 4.0 4.04.0 All-Red Time (s)2.02.02.02.0 2.03.0 3.0 3.03.0 Lost Time Adjust (s)0.00.00.0 0.0 0.0 0.00.0 Total Lost Time (s)6.06.06.0 6.0 7.0 7.07.0 Lead/Lag LagLagLagLead Lead-Lag Optimize?YesYesYesYes Recall Mode NoneNoneNoneNoneNoneC-MaxC-MaxC-MaxC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 41 (22%), Referenced to phase 2:SBTL and 6:NBTU, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 3: Red Road & San Remo Avenue Timings 16120 Existing PM 3: Red Road & San Remo Avenue 11/15/2016 Sunset Place 10/4/2016 16120 Existing PM Synchro 9 Report SF Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph)0 Future Volume (vph)0 Confl. Peds. (#/hr)23 Confl. Bikes (#/hr)8 Peak Hour Factor 0.97 Growth Factor 100% Heavy Vehicles (%)2% Bus Blockages (#/hr)0 Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Intersection Summary Queues 16120 Existing PM 3: Red Road & San Remo Avenue 05/30/2017 Sunset Place 10/04/2016 16120 Existing PM Synchro 10 Report SF Page 1 Lane Group EBTEBRWBLWBRNBTSBLSBT Lane Group Flow (vph)274721910853980481 v/c Ratio 0.220.271.190.370.220.130.17 Control Delay 87.015.5189.335.76.33.12.8 Queue Delay 0.00.00.00.00.20.00.0 Total Delay 87.015.5189.335.76.53.12.8 Queue Length 50th (ft)320~29653661136 Queue Length 95th (ft)7135#50412098m1742 Internal Link Dist (ft)106 177 125 Turn Bay Length (ft)100 120 Base Capacity (vph)17823318437924726152749 Starvation Cap Reductn 0000111600 Spillback Cap Reductn 01001010113 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.150.201.190.280.400.130.18 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 TWSC 16120 Existing AM 4: Red Road & San Ignacio Avenue 10/11/2016 Sunset Place 9/20/2016 16120 Existing AM Synchro 9 Report SF Page 1 Intersection Int Delay, s/veh1.7 Movement WBLWBR NBTNBRSBLSBT HCM 2010 TWSC 16120 Existing PM 4: Red Road & San Ignacio Avenue 10/11/2016 Sunset Place 10/4/2016 16120 Existing PM Synchro 9 Report SF Page 1 Intersection Int Delay, s/veh5.4 Movement WBLWBR NBTNBRSBLSBT HCM 2010 Signalized Intersection Summary 16120 Existing AM 5: Sunset Drive & Red Road 11/15/2016 Sunset Place 9/20/2016 16120 Existing AM Synchro 9 Report SF Page 1 Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)150250321652649568547136112331118 Future Volume (veh/h)150250321652649568547136112331118 Number 3818741416165212 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)1.00 0.941.00 1.000.99 0.991.00 0.97 Parking Bus, Adj 1.001.001.001.001.001.001.001.001.001.001.001.00 Adj Sat Flow, veh/h/ln186318631900186318631863186318631863186318631863 Adj Flow Rate, veh/h15325533168269069558139114338120 Adj No. of Lanes 110111111111 Peak Hour Factor0.980.980.980.980.980.980.980.980.980.980.980.98 Percent Heavy Veh, %222222222222 Cap, veh/h2193184120136931463110829093931082889 Arrive On Green 0.060.200.200.060.200.000.030.580.580.061.001.00 Sat Flow, veh/h 17741604208177418631583177418631566177418631531 Grp Volume(v), veh/h1530288168269069558139114338120 Grp Sat Flow(s),veh/h/ln177401812177418631583177418631566177418631531 Q Serve(g_s), s 12.00.028.812.025.70.03.034.17.85.30.00.0 Cycle Q Clear(g_c), s12.00.028.812.025.70.03.034.17.85.30.00.0 Prop In Lane 1.00 0.111.00 1.001.00 1.001.00 1.00 Lane Grp Cap(c), veh/h219035920136931463110829093931082889 V/C Ratio(X)0.700.000.800.840.730.000.110.520.150.290.310.13 Avail Cap(c_a), veh/h219055320156948363110829093931082889 HCM Platoon Ratio1.001.001.001.001.001.001.001.001.002.002.002.00 Upstream Filter(I)0.960.000.961.001.000.001.001.001.001.001.001.00 Uniform Delay (d), s/veh60.80.072.664.571.40.014.923.818.318.30.00.0 Incr Delay (d2), s/veh7.60.08.624.35.80.00.41.80.41.90.80.3 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln4.20.021.67.719.90.02.725.06.25.00.40.1 LnGrp Delay(d),s/veh68.50.081.288.877.20.015.225.618.720.10.80.3 LnGrp LOSEFFEBCBCAA Approach Vol, veh/h 441 437 766 572 Approach Delay, s/veh 76.8 81.6 23.4 4.5 Approach LOS E F C A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s12.0116.318.043.712.0116.318.043.7 Change Period (Y+Rc), s6.06.06.06.06.06.06.06.0 Max Green Setting (Gmax), s6.090.012.058.06.090.012.058.0 Max Q Clear Time (g_c+I1), s5.02.014.027.77.336.114.030.8 Green Ext Time (p_c), s0.02.20.07.10.02.20.06.9 Intersection Summary HCM 2010 Ctrl Delay 40.6 HCM 2010 LOS D Notes Timings 16120 Existing AM 5: Sunset Drive & Red Road 11/15/2016 Sunset Place 9/20/2016 16120 Existing AM Synchro 9 Report SF Page 1 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)150250321652649568547136112331118 Future Volume (vph)150250321652649568547136112331118 Confl. Peds. (#/hr)14 1111 144 1313 4 Confl. Bikes (#/hr)1 1 3 Peak Hour Factor 0.980.980.980.980.980.980.980.980.980.980.980.98 Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn Typepm+ptNApm+ptNAPermpm+ptNAPermpm+ptNAPerm Protected Phases 38 74 16 52 Permitted Phases 8 4 46 62 2 Detector Phase 38 744166522 Switch Phase Minimum Initial (s)5.010.0 5.010.010.05.07.07.05.07.07.0 Minimum Split (s)11.029.0 11.029.029.011.028.028.011.028.028.0 Total Split (s)18.064.0 18.064.064.012.096.096.012.096.096.0 Total Split (%)9.5%33.7%9.5%33.7%33.7%6.3%50.5%50.5%6.3%50.5%50.5% Yellow Time (s)4.04.0 4.04.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.0 2.02.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.0 0.00.00.00.00.00.00.00.00.0 Total Lost Time (s)6.06.0 6.06.06.06.06.06.06.06.06.0 Lead/Lag LeadLagLeadLagLagLeadLagLagLeadLagLag Lead-Lag Optimize?YesYes YesYesYesYes YesYes Recall Mode NoneNoneNoneNoneNoneMaxC-MaxC-MaxMaxC-MaxC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 78 (41%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 5: Sunset Drive & Red Road HCM 2010 Signalized Intersection Summary 16120 Existing PM 5: Sunset Drive/SW 72nd Avenue & Red Road 11/15/2016 Sunset Place 10/4/2016 16120 Existing PM Synchro 9 Report SF Page 1 Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)10924849160177716732413873526241 Future Volume (veh/h)10924849160177716732413873526241 Number 3818741416165212 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)0.98 0.901.00 0.940.99 0.961.00 0.95 Parking Bus, Adj 1.001.001.001.001.001.001.001.001.001.001.001.00 Adj Sat Flow, veh/h/ln186318631900186318631863186318631863186318631863 Adj Flow Rate, veh/h11425851167184747033814476548251 Adj No. of Lanes 110111111111 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Percent Heavy Veh, %222222222222 Cap, veh/h30130861222422337496985800526985798 Arrive On Green 0.060.210.210.080.230.230.060.530.530.121.001.00 Sat Flow, veh/h 17741479292177418631490177418631514177418631511 Grp Volume(v), veh/h1140309167184747033814476548251 Grp Sat Flow(s),veh/h/ln177401771177418631490177418631514177418631511 Q Serve(g_s), s 9.50.031.814.116.17.73.219.99.43.50.00.0 Cycle Q Clear(g_c), s9.50.031.814.116.17.73.219.99.43.50.00.0 Prop In Lane 1.00 0.171.00 1.001.00 1.001.00 1.00 Lane Grp Cap(c), veh/h3010369222422337496985800526985798 V/C Ratio(X)0.380.000.840.750.440.220.140.340.180.140.560.31 Avail Cap(c_a), veh/h3340494222520415496985800526985798 HCM Platoon Ratio1.001.001.001.001.001.001.001.001.002.002.002.00 Upstream Filter(I)0.970.000.971.001.001.001.001.001.001.001.001.00 Uniform Delay (d), s/veh54.70.072.156.463.159.816.925.823.317.00.00.0 Incr Delay (d2), s/veh0.30.012.412.21.50.70.61.00.50.62.31.0 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln8.20.023.512.113.35.83.015.87.33.21.10.4 LnGrp Delay(d),s/veh55.00.084.668.664.660.517.526.823.817.62.31.0 LnGrp LOSDF EEEBCCBAA Approach Vol, veh/h 423 425 552 875 Approach Delay, s/veh 76.6 65.5 24.8 3.2 Approach LOS E E C A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s17.0106.417.549.017.0106.421.045.6 Change Period (Y+Rc), s6.06.06.06.06.06.06.06.0 Max Green Setting (Gmax), s11.087.015.053.011.087.015.053.0 Max Q Clear Time (g_c+I1), s5.22.011.518.15.521.916.133.8 Green Ext Time (p_c), s0.02.30.07.30.02.30.05.8 Intersection Summary HCM 2010 Ctrl Delay 33.7 HCM 2010 LOS C Notes Timings 16120 Existing PM 5: Sunset Drive/SW 72nd Avenue & Red Road 11/15/2016 Sunset Place 10/4/2016 16120 Existing PM Synchro 9 Report SF Page 1 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)10924849160177716732413873526241 Future Volume (vph)10924849160177716732413873526241 Confl. Peds. (#/hr)35 2626 3525 1616 25 Confl. Bikes (#/hr)1214 Peak Hour Factor 0.960.960.960.960.960.960.960.960.960.960.960.96 Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn Typepm+ptNApm+ptNAPermpm+ptNAPermpm+ptNAPerm Protected Phases 38 74 16 52 Permitted Phases 8 4 46 62 2 Detector Phase 38 744166522 Switch Phase Minimum Initial (s)5.010.0 5.010.010.05.07.07.05.07.07.0 Minimum Split (s)11.029.0 11.029.029.011.028.028.011.028.028.0 Total Split (s)21.059.0 21.059.059.017.093.093.017.093.093.0 Total Split (%)11.1%31.1%11.1%31.1%31.1%8.9%48.9%48.9%8.9%48.9%48.9% Yellow Time (s)4.04.0 4.04.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.0 2.02.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.0 0.00.00.00.00.00.00.00.00.0 Total Lost Time (s)6.06.0 6.06.06.06.06.06.06.06.06.0 Lead/Lag LeadLagLeadLagLagLeadLagLagLeadLagLag Lead-Lag Optimize?YesYes YesYesYesYes YesYes Recall Mode NoneNoneNoneNoneNoneMaxC-MaxC-MaxMaxC-MaxC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 20 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 5: Sunset Drive/SW 72nd Avenue & Red Road HCM 2010 Signalized Intersection Summary 16120 Existing AM 6: Sunset Drive & SW 58th Avenue 11/15/2016 Sunset Place 9/20/2016 16120 Existing AM Synchro 9 Report SF Page 1 Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)13438732393048036483031114 Future Volume (veh/h)13438732393048036483031114 Number 1616521274143818 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)1.00 0.971.00 0.970.93 0.910.96 0.90 Parking Bus, Adj 1.001.001.001.001.001.001.001.001.001.001.001.00 Adj Sat Flow, veh/h/ln186318631900186318631900190018631900186318631900 Adj Flow Rate, veh/h13839933403138237493131114 Adj No. of Lanes 110110010110 Peak Hour Factor0.970.970.970.970.970.970.970.970.970.970.970.97 Percent Heavy Veh, %222222222222 Cap, veh/h824129110773010792839188462057899 Arrive On Green 0.760.760.761.001.001.000.110.110.110.110.110.11 Sat Flow, veh/h 981169314094814143703687904171255701892 Grp Volume(v), veh/h1380432400395117 003025 Grp Sat Flow(s),veh/h/ln9810183394801785157500125501593 Q Serve(g_s), s 3.70.07.00.40.00.04.10.00.00.00.01.3 Cycle Q Clear(g_c), s3.70.07.07.40.00.06.70.00.00.20.01.3 Prop In Lane 1.00 0.081.00 0.210.32 0.261.00 0.56 Lane Grp Cap(c), veh/h8240139873001361225002050177 V/C Ratio(X)0.170.000.310.050.000.290.520.000.000.010.000.14 Avail Cap(c_a), veh/h824013987300136110840091201073 HCM Platoon Ratio1.001.001.002.002.002.001.001.001.001.001.001.00 Upstream Filter(I)1.000.001.000.870.000.871.000.000.001.000.001.00 Uniform Delay (d), s/veh3.10.03.50.40.00.040.40.00.037.60.038.1 Incr Delay (d2), s/veh0.40.00.60.10.00.51.40.00.00.00.00.3 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln2.00.06.70.20.00.35.50.00.00.10.01.1 LnGrp Delay(d),s/veh3.60.04.10.50.00.541.80.00.037.70.038.4 LnGrp LOSAAAADDD Approach Vol, veh/h 570 435 117 28 Approach Delay, s/veh 3.9 0.5 41.8 38.3 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s78.516.578.516.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s19.0 64.0 19.0 64.0 Max Q Clear Time (g_c+I1), s9.4 8.7 9.0 3.3 Green Ext Time (p_c), s 1.8 0.8 1.8 0.8 Intersection Summary HCM 2010 Ctrl Delay 7.3 HCM 2010 LOS A Timings 16120 Existing AM 6: Sunset Drive & SW 58th Avenue 11/15/2016 Sunset Place 9/20/2016 16120 Existing AM Synchro 9 Report SF Page 1 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)13438732393048036483031114 Future Volume (vph)13438732393048036483031114 Confl. Peds. (#/hr)12 55 1216 1010 16 Confl. Bikes (#/hr)10 2 1 2 Peak Hour Factor 0.970.970.970.970.970.970.970.970.970.970.970.97 Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypePermNAPermNAPermNAPermNA Protected Phases 6248 Permitted Phases 6248 Detector Phase 66 22 44 88 Switch Phase Minimum Initial (s)19.019.0 19.019.0 7.07.0 7.07.0 Minimum Split (s)25.025.0 25.025.0 24.024.0 24.024.0 Total Split (s)25.025.0 25.025.0 70.070.0 70.070.0 Total Split (%)26.3%26.3%26.3%26.3%73.7%73.7%73.7%73.7% Yellow Time (s)4.04.0 4.04.0 4.04.0 4.04.0 All-Red Time (s)2.02.0 2.02.0 2.02.0 2.02.0 Lost Time Adjust (s)0.00.0 0.00.0 0.0 0.00.0 Total Lost Time (s)6.06.0 6.06.0 6.0 6.06.0 Lead/Lag Lead-Lag Optimize? Recall Mode MaxMaxC-MaxC-MaxNoneNoneNoneNone Intersection Summary Cycle Length: 95 Actuated Cycle Length: 95 Offset: 52 (55%), Referenced to phase 2:WBTL, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 6: Sunset Drive & SW 58th Avenue HCM 2010 Signalized Intersection Summary 16120 Existing PM 6: Sunset Drive & SW 58th Avenue 11/15/2016 Sunset Place 10/4/2016 16120 Existing PM Synchro 9 Report SF Page 1 Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)114321463729199426433234444 Future Volume (veh/h)114321463729199426433234444 Number 1616521274143818 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)0.99 0.960.99 0.980.95 0.900.96 0.90 Parking Bus, Adj 1.001.001.001.001.001.001.001.001.001.001.001.00 Adj Sat Flow, veh/h/ln186318631900186318631900190018631900186318631900 Adj Flow Rate, veh/h1203384839306104446735244646 Adj No. of Lanes 110110010110 Peak Hour Factor0.950.950.950.950.950.950.950.950.950.950.950.95 Percent Heavy Veh, %222222222222 Cap, veh/h78011621657259703309010747210114114 Arrive On Green 0.730.730.731.001.001.000.140.140.140.140.140.14 Sat Flow, veh/h 962158722598413244502897573301239808808 Grp Volume(v), veh/h12003863904101460024092 Grp Sat Flow(s),veh/h/ln9620181398401774137600123901616 Q Serve(g_s), s 3.60.06.90.40.00.05.10.00.00.00.04.9 Cycle Q Clear(g_c), s3.60.06.97.30.00.010.10.00.02.40.04.9 Prop In Lane 1.00 0.121.00 0.250.30 0.241.00 0.50 Lane Grp Cap(c), veh/h7800132772501299244002100229 V/C Ratio(X)0.150.000.290.050.000.320.600.000.000.110.000.40 Avail Cap(c_a), veh/h78001327725012999860081801021 HCM Platoon Ratio1.001.001.002.002.002.001.001.001.001.001.001.00 Upstream Filter(I)1.000.001.000.940.000.941.000.000.001.000.001.00 Uniform Delay (d), s/veh3.90.04.30.40.00.039.30.00.036.00.037.1 Incr Delay (d2), s/veh0.00.00.00.10.00.61.70.00.00.20.00.8 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln1.70.06.20.20.00.46.90.00.01.00.04.1 LnGrp Delay(d),s/veh3.90.04.40.50.00.641.10.00.036.20.038.0 LnGrp LOSAAAADDD Approach Vol, veh/h 506 449 146 116 Approach Delay, s/veh 4.3 0.6 41.1 37.6 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s75.619.475.619.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s23.0 60.0 23.0 60.0 Max Q Clear Time (g_c+I1), s9.3 12.1 8.9 6.9 Green Ext Time (p_c), s 2.0 1.4 2.0 1.4 Intersection Summary HCM 2010 Ctrl Delay 10.5 HCM 2010 LOS B Timings 16120 Existing PM 6: Sunset Drive & SW 58th Avenue 11/15/2016 Sunset Place 10/4/2016 16120 Existing PM Synchro 9 Report SF Page 1 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)114321463729199426433234444 Future Volume (vph)114321463729199426433234444 Confl. Peds. (#/hr)25 33 257 2222 7 Confl. Bikes (#/hr)2 2 1 Peak Hour Factor 0.950.950.950.950.950.950.950.950.950.950.950.95 Growth Factor 100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypePermNAPermNAPermNAPermNA Protected Phases 6248 Permitted Phases 6248 Detector Phase 66 22 44 88 Switch Phase Minimum Initial (s)20.020.0 20.020.0 7.07.0 7.07.0 Minimum Split (s)26.026.0 26.026.0 24.024.0 24.024.0 Total Split (s)29.029.0 29.029.0 66.066.0 66.066.0 Total Split (%)30.5%30.5%30.5%30.5%69.5%69.5%69.5%69.5% Yellow Time (s)4.04.0 4.04.0 4.04.0 4.04.0 All-Red Time (s)2.02.0 2.02.0 2.02.0 2.02.0 Lost Time Adjust (s)0.00.0 0.00.0 0.0 0.00.0 Total Lost Time (s)6.06.0 6.06.0 6.0 6.06.0 Lead/Lag Lead-Lag Optimize? Recall Mode NoneNoneC-MaxC-MaxNoneNoneNoneNone Intersection Summary Cycle Length: 95 Actuated Cycle Length: 95 Offset: 54 (57%), Referenced to phase 2:WBTL, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 6: Sunset Drive & SW 58th Avenue Queues 16120 Existing AM 7: SW 58th Avenue & US-1 05/30/2017 Sunset Place 09/20/2016 16120 Existing AM Synchro 10 Report SF Page 1 Lane Group NBLNBTNBRSBLSBTNELNETSWTSWR Lane Group Flow (vph)2849772162123332761927124 v/c Ratio 0.410.680.471.290.860.220.860.540.09 Control Delay 100.1123.718.9227.272.19.620.112.40.6 Queue Delay 0.00.00.00.00.00.00.00.20.5 Total Delay 100.1123.718.9227.272.19.620.112.61.1 Queue Length 50th (ft)36656~358147109852262 Queue Length 95th (ft)80#14444#557#3082010203295 Internal Link Dist (ft)128 153 484252 Turn Bay Length (ft)50 60 160 100 Base Capacity (vph)7074165168247197380535361330 Starvation Cap Reductn 0000000698912 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.400.660.471.290.860.170.860.680.30 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Queues 16120 Existing PM 7: SW 58th Avenue & US-1 05/30/2017 Sunset Place 10/04/2016 16120 Existing PM Synchro 10 Report SF Page 1 Lane Group NBLNBTNBRSBLSBTNELNETSWTSWR Lane Group Flow (vph)8890145259241262428261241 v/c Ratio 0.810.690.731.631.150.290.650.750.03 Control Delay 130.7108.455.3356.4153.315.614.014.00.1 Queue Delay 0.00.00.00.00.00.00.00.00.0 Total Delay 130.7108.455.3356.4153.315.614.014.00.1 Queue Length 50th (ft)11611774~488~26485309731 Queue Length 95th (ft)188188161#700#4722160210860 Internal Link Dist (ft)128 153 508252 Turn Bay Length (ft)50 60 160 100 Base Capacity (vph)14116422715920995373934941297 Starvation Cap Reductn 0000000430 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.620.550.641.631.150.270.650.760.03 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Queues 16120 Existing AM 8: US-1 & Sunset Place Driveway 05/30/2017 Sunset Place 09/20/2016 16120 Existing AM Synchro 10 Report SF Page 1 Lane Group NWRNETNERSWLSWT Lane Group Flow (vph)7338649442051 v/c Ratio 0.000.720.030.470.40 Control Delay 0.00.80.146.70.2 Queue Delay 0.00.50.00.00.0 Total Delay 0.01.40.146.70.2 Queue Length 50th (ft)0420250 Queue Length 95th (ft)0m59m1m510 Internal Link Dist (ft)252 450 Turn Bay Length (ft)150120 Base Capacity (vph)1611469414632675085 Starvation Cap Reductn0576000 Spillback Cap Reductn076500430 Storage Cap Reductn 00000 Reduced v/c Ratio 0.000.860.030.160.44 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. Queues 16120 Existing PM 8: US-1 & Sunset Place Driveway 05/30/2017 Sunset Place 10/04/2016 16120 Existing PM Synchro 10 Report SF Page 1 Lane Group NWRNETNERSWLSWT Lane Group Flow (vph)41259960342653 v/c Ratio 0.030.550.040.280.52 Control Delay 0.01.10.210.00.3 Queue Delay 0.00.20.00.00.0 Total Delay 0.01.30.210.00.3 Queue Length 50th (ft)0106110 Queue Length 95th (ft)0m103m2m10 Internal Link Dist (ft)252 450 Turn Bay Length (ft)150120 Base Capacity (vph)1611472114733015085 Starvation Cap Reductn01016000 Spillback Cap Reductn4413900401 Storage Cap Reductn 00000 Reduced v/c Ratio 0.030.700.040.110.57 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC 16120 Existing AM 9: SW 58th Avenue & SW 71st Street/Sunset Place Driveway 05/31/2017 Sunset Place 09/20/2016 16120 Existing AM Synchro 10 Report SF Page 1 Intersection Int Delay, s/veh2.5 Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Vol, veh/h 12216150258136122060 Future Vol, veh/h 12216150258136122060 Conflicting Peds, #/hr00440015055015 Sign Control StopStopStopStopStopStopFreeFreeFreeFreeFreeFree RT Channelized --None --None --None --None Storage Length -----0 ------ Veh in Median Storage, #-0--0--0--0- Grade, %-0--0--0--0- Peak Hour Factor 828282828282828282828282 Heavy Vehicles, %222222222222 Mvmt Flow 127201803010166149070 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All29836226301288246220032000 Stage 1 2222-266266------- Stage 2 276340-3522------- Critical Hdwy 7.126.526.227.126.526.224.12--4.12-- Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy 3.5184.0183.3183.5184.0183.3182.218--2.218-- Pot Cap-1 Maneuver65456510506516227931593--1240-- Stage 1996877-739689------- Stage 2 730639-981877------- Platoon blocked, %---- Mov Cap-1 Maneuver61655010316066057891570--1234-- Mov Cap-2 Maneuver616550-606605------- Stage 1 974865-729680------- Stage 2 696631-929865------- Approach EB WB NB SB HCM Control Delay, s10.7 10.2 0.2 0 HCM LOS B B Minor Lane/Major MvmtNBLNBTNBREBLn1WBLn1WBLn2SBLSBTSBR Capacity (veh/h)1570--6836067891234-- HCM Lane V/C Ratio0.006--0.070.030.039--- HCM Control Delay (s)7.30-10.711.19.70-- HCM Lane LOSAA-BBAA-- HCM 95th %tile Q(veh)0--0.20.10.10-- HCM 6th TWSC 16120 Existing PM 9: SW 58th Avenue & SW 71st Street/Sunset Place Driveway 05/31/2017 Sunset Place 10/04/2016 16120 Existing PM Synchro 10 Report SF Page 1 Intersection Int Delay, s/veh5 Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Vol, veh/h 1029206061001217899030 Future Vol, veh/h1029206061001217899030 Conflicting Peds, #/hr9010100918033018 Sign Control StopStopStopStopStopStopFreeFreeFreeFreeFreeFree RT Channelized --None --None --None --None Storage Length -----0 ------ Veh in Median Storage, #-0--0--0--0- Grade, %-0--0--0--0- Peak Hour Factor 929292929292929292929292 Heavy Vehicles, %222222222222 Mvmt Flow 11322265710913193108030 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All36135131316297259210030400 Stage 1 2121-276276------- Stage 2 340330-4021------- Critical Hdwy 7.126.526.227.126.526.224.12--4.12-- Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy 3.5184.0183.3183.5184.0183.3182.218--2.218-- Pot Cap-1 Maneuver59557310436376157801595--1257-- Stage 1998878-730682------- Stage 2 675646-975878------- Platoon blocked, %---- Mov Cap-1 Maneuver49055610155855977711568--1253-- Mov Cap-2 Maneuver490556-585597------- Stage 1 971863-721673------- Stage 2 564638-911863------- Approach EB WB NB SB HCM Control Delay, s11.3 11 0.3 0 HCM LOS B B Minor Lane/Major MvmtNBLNBTNBREBLn1WBLn1WBLn2SBLSBTSBR Capacity (veh/h)1568--6395867711253-- HCM Lane V/C Ratio0.008--0.10.1220.141--- HCM Control Delay (s)7.30-11.31210.40-- HCM Lane LOSAA-BBBA-- HCM 95th %tile Q(veh)0--0.30.40.50-- Future without Project Conditions HCM 6th Signalized Intersection Summary16120 Future without Project AM 1: US-1 & Red Road 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 MovementNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (veh/h)049513605701583283009135129197281 Future Volume (veh/h)049513605701583283009135129197281 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)1.000.981.000.971.001.001.000.98 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln018701870018701870187018701870187018701870 Adj Flow Rate, veh/h0505139058216133530700132201283 Peak Hour Factor0.980.980.980.980.980.980.980.980.980.980.980.98 Percent Heavy Veh, %022022222222 Cap, veh/h0491134063651035433601522828116 Arrive On Green0.000.060.060.000.180.180.200.880.000.050.560.56 Sat Flow, veh/h0283675003647154117815274017815026207 Grp Volume(v), veh/h03263180582161335307001321361734 Grp Sat Flow(s),veh/h/ln017771716017771541178117020178117021829 Q Serve(g_s), s0.034.034.00.030.614.925.471.10.07.655.455.7 Cycle Q Clear(g_c), s0.034.034.00.030.614.925.471.10.07.655.455.7 Prop In Lane0.000.440.001.001.000.001.000.11 Lane Grp Cap(c), veh/h03183070636510354336015219151029 V/C Ratio(X)0.001.031.040.000.920.320.950.910.870.710.71 Avail Cap(c_a), veh/h03183070636510438336040619151029 HCM Platoon Ratio1.000.330.331.001.001.001.331.331.331.001.001.00 Upstream Filter(I)0.001.001.000.001.001.000.570.570.001.001.001.00 Uniform Delay (d), s/veh0.089.489.40.076.648.153.48.50.050.330.330.4 Incr Delay (d2), s/veh0.057.260.80.017.90.318.32.60.013.52.34.2 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln0.029.529.20.022.120.422.619.60.011.431.534.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh0.0146.6150.20.094.448.371.711.10.063.932.634.6 LnGrp LOSAFFAFDEBECC Approach Vol, veh/h6447433405A2227 Approach Delay, s/veh148.484.417.035.1 Approach LOSFFBD Timer - Assigned Phs124568 Phs Duration (G+Y+Rc), s35.1113.941.017.0132.041.0 Change Period (Y+Rc), s7.07.07.07.07.07.0 Max Green Setting (Gmax), s37.098.034.037.098.034.0 Max Q Clear Time (g_c+I1), s27.457.736.09.673.132.6 Green Ext Time (p_c), s0.720.20.00.322.60.6 Intersection Summary HCM 6th Ctrl Delay41.9 HCM 6th LOSD Notes Unsignalized Delay for [NER] is excluded from calculations of the approach delay and intersection delay. Timings16120 Future without Project AM 1: US-1 & Red Road 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)049513605701583283009135129197281 Future Volume (vph)049513605701583283009135129197281 Confl. Peds. (#/hr)82285445 Confl. Bikes (#/hr)5237 Peak Hour Factor0.980.980.980.980.980.980.980.980.980.980.980.98 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypeNANApm+ovpm+ptNApm+ptNA Protected Phases4 811652 Permitted Phases862 Detector Phase488 11652 Switch Phase Minimum Initial (s)7.07.05.05.07.05.07.0 Minimum Split (s)41.041.044.044.0105.044.0105.0 Total Split (s)41.041.044.044.0105.044.0105.0 Total Split (%)21.6%21.6%23.2%23.2%55.3%23.2%55.3% Yellow Time (s)4.04.05.05.05.05.05.0 All-Red Time (s)3.03.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)7.07.07.07.07.07.07.0 Lead/LagLeadLeadLagLeadLag Lead-Lag Optimize?YesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 7 (4%), Referenced to phase 2:SWTL, Start of Yellow Natural Cycle: 190 Control Type: Actuated-Coordinated Splits and Phases: 1: US-1 & Red Road HCM 6th Signalized Intersection Summary16120 Future without Project PM 1: US-1 & Red Road 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 MovementNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (veh/h)051310904063491992271103146226966 Future Volume (veh/h)051310904063491992271103146226966 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)1.000.961.000.931.001.001.001.00 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln018701870018701870187018701870187018701870 Adj Flow Rate, veh/h054011504273672092391015423880 Peak Hour Factor0.950.950.950.950.950.950.950.950.950.950.950.95 Percent Heavy Veh, %022022222222 Cap, veh/h0518110063639522933541743207 Arrive On Green0.000.060.060.000.180.180.060.440.000.050.630.00 Sat Flow, veh/h02986613036471476178152740178152740 Grp Volume(v), veh/h033132404273672092391015423880 Grp Sat Flow(s),veh/h/ln017771728017771476178117020178117020 Q Serve(g_s), s0.034.034.00.021.334.013.472.60.07.962.10.0 Cycle Q Clear(g_c), s0.034.034.00.021.334.013.472.60.07.962.10.0 Prop In Lane0.000.350.001.001.000.001.000.00 Lane Grp Cap(c), veh/h0318309063639522933541743207 V/C Ratio(X)0.001.041.050.000.670.930.910.710.890.74 Avail Cap(c_a), veh/h0318309063639528833542843207 HCM Platoon Ratio1.000.330.331.001.001.000.670.670.671.001.001.00 Upstream Filter(I)0.001.001.000.001.001.000.790.790.001.001.000.00 Uniform Delay (d), s/veh0.089.489.40.072.868.958.638.60.049.324.70.0 Incr Delay (d2), s/veh0.061.364.50.02.528.223.20.50.017.11.60.0 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln0.030.229.90.015.246.717.040.50.013.133.80.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh0.0150.7153.90.075.397.081.839.10.066.426.30.0 LnGrp LOSAFFAEFFDEC Approach Vol, veh/h6557942600A2542A Approach Delay, s/veh152.285.442.528.7 Approach LOSFFDC Timer - Assigned Phs124568 Phs Duration (G+Y+Rc), s22.7126.341.017.2131.841.0 Change Period (Y+Rc), s7.07.07.07.07.07.0 Max Green Setting (Gmax), s22.0113.034.022.0113.034.0 Max Q Clear Time (g_c+I1), s15.464.136.09.974.636.0 Green Ext Time (p_c), s0.329.50.00.325.40.0 Intersection Summary HCM 6th Ctrl Delay53.3 HCM 6th LOSD Notes Unsignalized Delay for [NER, SWR] is excluded from calculations of the approach delay and intersection delay. Timings16120 Future without Project PM 1: US-1 & Red Road 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)051310904063491992271103146226966 Future Volume (vph)051310904063491992271103146226966 Confl. Peds. (#/hr)32111132816168 Confl. Bikes (#/hr)104214 Peak Hour Factor0.950.950.950.950.950.950.950.950.950.950.950.95 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypeNANApm+ovpm+ptNApm+ptNA Protected Phases4 811652 Permitted Phases862 Detector Phase488 11652 Switch Phase Minimum Initial (s)7.07.05.05.07.05.07.0 Minimum Split (s)41.041.029.029.0105.029.0105.0 Total Split (s)41.041.029.029.0120.029.0120.0 Total Split (%)21.6%21.6%15.3%15.3%63.2%15.3%63.2% Yellow Time (s)4.04.05.05.05.05.05.0 All-Red Time (s)3.03.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)7.07.07.07.07.07.07.0 Lead/LagLeadLeadLagLeadLag Lead-Lag Optimize?YesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 140 (74%), Referenced to phase 2:SWTL, Start of Yellow Natural Cycle: 175 Control Type: Actuated-Coordinated Splits and Phases: 1: US-1 & Red Road HCM 6th TWSC16120 Future without Project AM 2: Red Road & Madruga Avenue 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh4.6 MovementNBTNBRSBLSBTSWLSWR Lane Configurations Traffic Vol, veh/h5691421426906647 Future Vol, veh/h5691421426906647 Conflicting Peds, #/hr000000 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-Stop Storage Length--100-075 Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor929292929292 Heavy Vehicles, %222222 Mvmt Flow6181541547507251 Major/MinorMajor1Major2Minor1 Conflicting Flow All0077201378386 Stage 1----695- Stage 2----683- Critical Hdwy--4.14-6.846.94 Critical Hdwy Stg 1----5.84- Critical Hdwy Stg 2----5.84- Follow-up Hdwy--2.22-3.523.32 Pot Cap-1 Maneuver--839-136612 Stage 1----456- Stage 2----463- Platoon blocked, %--- Mov Cap-1 Maneuver--839-111612 Mov Cap-2 Maneuver----111- Stage 1----372- Stage 2----463- ApproachNBSBSW HCM Control Delay, s01.853.5 HCM LOSF Minor Lane/Major MvmtNBTNBRSBLSBTSWLn1SWLn2 Capacity (veh/h)--839-111612 HCM Lane V/C Ratio--0.184-0.6460.083 HCM Control Delay (s)--10.3-83.411.4 HCM Lane LOS--B-FB HCM 95th %tile Q(veh)--0.7-3.30.3 HCM 6th TWSC16120 Future without Project PM 2: Red Road & Madruga Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh3.4 MovementNBTNBRSBLSBTSWLSWR Lane Configurations Traffic Vol, veh/h5018011154168104 Future Vol, veh/h5018011154168104 Conflicting Peds, #/hr044000 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-Stop Storage Length--100-075 Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor949494949494 Heavy Vehicles, %222222 Mvmt Flow5338511857672111 Major/MinorMajor1Major2Minor1 Conflicting Flow All0062201104313 Stage 1----580- Stage 2----524- Critical Hdwy--4.14-6.846.94 Critical Hdwy Stg 1----5.84- Critical Hdwy Stg 2----5.84- Follow-up Hdwy--2.22-3.523.32 Pot Cap-1 Maneuver--955-205683 Stage 1----523- Stage 2----559- Platoon blocked, %--- Mov Cap-1 Maneuver--951-179680 Mov Cap-2 Maneuver----179- Stage 1----456- Stage 2----559- ApproachNBSBSW HCM Control Delay, s01.621.9 HCM LOSC Minor Lane/Major MvmtNBTNBRSBLSBTSWLn1SWLn2 Capacity (veh/h)--951-179680 HCM Lane V/C Ratio--0.124-0.4040.163 HCM Control Delay (s)--9.3-38.111.3 HCM Lane LOS--A-EB HCM 95th %tile Q(veh)--0.4-1.80.6 HCM Signalized Intersection Capacity Analysis16120 Future without Project AM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)71244906350674137179572 Future Volume (vph)71244906350674137179572 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)6.06.06.06.07.07.07.0 Lane Util. Factor1.001.001.001.000.951.000.95 Frpb, ped/bikes1.001.001.001.000.971.001.00 Flpb, ped/bikes0.941.000.921.001.000.991.00 Frt1.000.851.000.850.971.001.00 Flt Protected0.961.000.951.001.000.951.00 Satd. Flow (prot)1670158316211583334117603539 Flt Permitted0.961.000.521.000.950.321.00 Satd. Flow (perm)16701583895158331805883539 Peak-hour factor, PHF0.960.960.960.960.960.960.920.960.960.960.960.96 Adj. Flow (vph)71255106650702143186596 RTOR Reduction (vph)00230056 006000 Lane Group Flow (vph)08251010008440186596 Confl. Peds. (#/hr)277373274304 Confl. Bikes (#/hr)114 Turn TypePermNAProtpm+ptProtPermNAPermNA Protected Phases887462 Permitted Phases8462 Actuated Green, G (s)13.813.828.428.4148.6148.6148.6 Effective Green, g (s)13.813.828.428.4148.6148.6148.6 Actuated g/C Ratio0.070.070.150.150.780.780.78 Clearance Time (s)6.06.06.06.07.07.07.0 Vehicle Extension (s)2.52.52.02.51.01.01.0 Lane Grp Cap (vph)12111416623624874592767 v/s Ratio Prot0.00c0.010.010.17 v/s Ratio Perm0.00c0.030.27c0.32 v/c Ratio0.070.020.310.040.340.410.22 Uniform Delay, d182.181.871.169.26.16.65.4 Progression Factor1.001.001.001.001.080.660.34 Incremental Delay, d20.20.00.40.10.31.80.1 Delay (s)82.381.871.469.26.96.12.0 Level of ServiceFFEEAAA Approach Delay (s)81.970.26.93.0 Approach LOSFEAA Intersection Summary HCM 2000 Control Delay10.7HCM 2000 Level of ServiceB HCM 2000 Volume to Capacity ratio0.40 Actuated Cycle Length (s) 190.0Sum of lost time (s)19.0 Intersection Capacity Utilization73.1%ICU Level of ServiceD Analysis Period (min)15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis16120 Future without Project AM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 2 MovementSBR Lane Configurations Traffic Volume (vph)0 Future Volume (vph)0 Ideal Flow (vphpl)1900 Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF0.96 Adj. Flow (vph)0 RTOR Reduction (vph)0 Lane Group Flow (vph)0 Confl. Peds. (#/hr)30 Confl. Bikes (#/hr)4 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary Timings16120 Future without Project AM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)71244906350674137179572 Future Volume (vph)71244906350674137179572 Confl. Peds. (#/hr)277373274304 Confl. Bikes (#/hr)114 Peak Hour Factor0.960.960.960.960.960.960.920.960.960.960.960.96 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypePermNAProtpm+ptProtPermNAPermNA Protected Phases887462 Permitted Phases8462 Detector Phase 888746622 Switch Phase Minimum Initial (s)15.015.015.05.015.07.07.07.07.0 Minimum Split (s)27.027.027.024.027.024.024.024.024.0 Total Split (s)30.030.030.026.056.0134.0134.0134.0134.0 Total Split (%)15.8%15.8%15.8%13.7%29.5%70.5%70.5%70.5%70.5% Yellow Time (s)4.04.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.03.03.03.03.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)6.06.06.06.07.07.07.0 Lead/LagLagLagLagLead Lead-Lag Optimize?YesYesYesYes Recall ModeNoneNoneNoneNoneNoneC-MaxC-MaxC-MaxC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 94 (49%), Referenced to phase 2:SBTL and 6:NBTU, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 3: Red Road & San Remo Avenue Timings16120 Future without Project AM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 2 Lane GroupSBR Lane Configurations Traffic Volume (vph)0 Future Volume (vph)0 Confl. Peds. (#/hr)30 Confl. Bikes (#/hr)4 Peak Hour Factor0.96 Growth Factor100% Heavy Vehicles (%)2% Bus Blockages (#/hr)0 Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Intersection Summary Queues16120 Future without Project AM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Lane GroupEBTEBRWBLWBRNBTSBLSBT Lane Group Flow (vph)8255166850186596 v/c Ratio0.060.140.300.230.340.400.22 Control Delay82.21.773.014.57.26.92.1 Queue Delay0.00.00.00.00.30.00.0 Total Delay82.21.773.014.57.56.92.1 Queue Length 50th (ft)905601362235 Queue Length 95th (ft)30010149157m36m41 Internal Link Dist (ft)113177125 Turn Bay Length (ft)100120 Base Capacity (vph)21024922646524954612768 Starvation Cap Reductn 000095400 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio0.040.100.230.140.550.400.22 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis16120 Future without Project PM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)1894721601071204757977541 Future Volume (vph)1894721601071204757977541 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)6.06.06.06.07.07.07.0 Lane Util. Factor1.001.001.001.000.951.000.95 Frpb, ped/bikes1.001.001.001.000.981.001.00 Flpb, ped/bikes0.851.000.921.001.000.951.00 Frt1.000.851.000.850.981.001.00 Flt Protected0.971.000.951.001.000.951.00 Satd. Flow (prot)1536158316261583339616833539 Flt Permitted0.971.000.491.000.930.431.00 Satd. Flow (perm)15361583843158331797553539 Peak-hour factor, PHF0.970.970.970.970.970.970.920.970.970.970.970.97 Adj. Flow (vph)1994822301101304908179558 RTOR Reduction (vph)00450049 006000 Lane Group Flow (vph)028322306100578079558 Confl. Peds. (#/hr)80787880232121 Confl. Bikes (#/hr)143 Turn TypePermNAProtpm+ptProtPermNAPermNA Protected Phases887462 Permitted Phases8462 Actuated Green, G (s)12.012.030.630.6146.4146.4146.4 Effective Green, g (s)12.012.030.630.6146.4146.4146.4 Actuated g/C Ratio0.060.060.160.160.770.770.77 Clearance Time (s)6.06.06.06.07.07.07.0 Vehicle Extension (s)2.52.52.02.51.01.01.0 Lane Grp Cap (vph)979918725424495812726 v/s Ratio Prot0.00c0.080.040.16 v/s Ratio Perm0.02c0.11c0.180.10 v/c Ratio0.290.031.190.240.240.140.20 Uniform Delay, d184.983.578.469.56.15.65.9 Progression Factor1.001.001.001.001.110.430.42 Incremental Delay, d21.20.1127.20.40.20.40.1 Delay (s)86.183.6205.769.97.02.82.7 Level of ServiceFFFEAAA Approach Delay (s)84.6160.87.02.7 Approach LOSFFAA Intersection Summary HCM 2000 Control Delay40.3HCM 2000 Level of ServiceD HCM 2000 Volume to Capacity ratio0.40 Actuated Cycle Length (s) 190.0Sum of lost time (s)19.0 Intersection Capacity Utilization66.4%ICU Level of ServiceC Analysis Period (min)15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis16120 Future without Project PM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 2 MovementSBR Lane Configurations Traffic Volume (vph)0 Future Volume (vph)0 Ideal Flow (vphpl)1900 Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF0.97 Adj. Flow (vph)0 RTOR Reduction (vph)0 Lane Group Flow (vph)0 Confl. Peds. (#/hr)23 Confl. Bikes (#/hr)8 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary Timings16120 Future without Project PM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)1894721601071204757977541 Future Volume (vph)1894721601071204757977541 Confl. Peds. (#/hr)80787880232121 Confl. Bikes (#/hr)143 Peak Hour Factor0.970.970.970.970.970.970.920.970.970.970.970.97 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypePermNAProtpm+ptProtPermNAPermNA Protected Phases887462 Permitted Phases8462 Detector Phase 888746622 Switch Phase Minimum Initial (s)15.015.015.05.015.07.07.07.07.0 Minimum Split (s)27.027.027.018.027.024.024.024.024.0 Total Split (s)28.028.028.018.046.0144.0144.0144.0144.0 Total Split (%)14.7%14.7%14.7%9.5%24.2%75.8%75.8%75.8%75.8% Yellow Time (s)4.04.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.03.03.03.03.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)6.06.06.06.07.07.07.0 Lead/LagLagLagLagLead Lead-Lag Optimize?YesYesYesYes Recall ModeNoneNoneNoneNoneNoneC-MaxC-MaxC-MaxC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 41 (22%), Referenced to phase 2:SBTL and 6:NBTU, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 3: Red Road & San Remo Avenue Timings16120 Future without Project PM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 2 Lane GroupSBR Lane Configurations Traffic Volume (vph)0 Future Volume (vph)0 Confl. Peds. (#/hr)23 Confl. Bikes (#/hr)8 Peak Hour Factor0.97 Growth Factor100% Heavy Vehicles (%)2% Bus Blockages (#/hr)0 Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Intersection Summary Queues16120 Future without Project PM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Lane GroupEBTEBRWBLWBRNBTSBLSBT Lane Group Flow (vph)284822311058479558 v/c Ratio0.230.271.210.370.240.130.20 Control Delay87.316.4196.236.46.83.02.7 Queue Delay0.00.00.00.00.20.00.0 Total Delay87.316.4196.236.47.03.02.7 Queue Length 50th (ft)340~30855781142 Queue Length 95th (ft)7237#515124113m1544 Internal Link Dist (ft)106177125 Turn Bay Length (ft)100120 Base Capacity (vph)17723318437924745872749 Starvation Cap Reductn 0000107100 Spillback Cap Reductn 03002130238 Storage Cap Reductn 0000000 Reduced v/c Ratio0.160.211.210.290.420.130.22 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC16120 Future without Project AM 4: Red Road & San Ignacio Avenue 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh1.9 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Traffic Vol, veh/h24407899298590 Future Vol, veh/h24407899298590 Conflicting Peds, #/hr23017170 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0---100- Veh in Median Storage, #0-0--0 Grade, %0-0--0 Peak Hour Factor949494949494 Heavy Vehicles, %222222 Mvmt Flow264383998104628 Major/MinorMinor1Major1Major2 Conflicting Flow All1429489009540 Stage 1905----- Stage 2524----- Critical Hdwy6.846.94--4.14- Critical Hdwy Stg 15.84----- Critical Hdwy Stg 25.84----- Follow-up Hdwy3.523.32--2.22- Pot Cap-1 Maneuver126525--716- Stage 1355----- Stage 2559----- Platoon blocked, %--- Mov Cap-1 Maneuver105515--704- Mov Cap-2 Maneuver105----- Stage 1297----- Stage 2558----- ApproachWBNBSB HCM Control Delay, s30.301.6 HCM LOSD Minor Lane/Major MvmtNBTNBRWBLn1SBLSBT Capacity (veh/h)--209704- HCM Lane V/C Ratio--0.3260.148- HCM Control Delay (s)--30.311- HCM Lane LOS--DB- HCM 95th %tile Q(veh)--1.30.5- HCM 6th TWSC16120 Future without Project PM 4: Red Road & San Ignacio Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh7 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Traffic Vol, veh/h121545525535785 Future Vol, veh/h121545525535785 Conflicting Peds, #/hr619039390 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0---100- Veh in Median Storage, #0-0--0 Grade, %0-0--0 Peak Hour Factor969696969696 Heavy Vehicles, %222222 Mvmt Flow126565755736818 Major/MinorMinor1Major1Major2 Conflicting Flow All1130374006710 Stage 1643----- Stage 2487----- Critical Hdwy6.846.94--4.14- Critical Hdwy Stg 15.84----- Critical Hdwy Stg 25.84----- Follow-up Hdwy3.523.32--2.22- Pot Cap-1 Maneuver197623--915- Stage 1485----- Stage 2583----- Platoon blocked, %--- Mov Cap-1 Maneuver181589--881- Mov Cap-2 Maneuver181----- Stage 1448----- Stage 2580----- ApproachWBNBSB HCM Control Delay, s62.100.4 HCM LOSF Minor Lane/Major MvmtNBTNBRWBLn1SBLSBT Capacity (veh/h)--230881- HCM Lane V/C Ratio--0.7930.041- HCM Control Delay (s)--62.19.3- HCM Lane LOS--FA- HCM 95th %tile Q(veh)--5.80.1- HCM 6th Signalized Intersection Summary16120 Future without Project AM 5: Sunset Drive & Red Road 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)1692594716829010674587139118350126 Future Volume (veh/h)1692594716829010674587139118350126 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)1.000.941.001.000.990.991.000.97 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln187018701870187018701870187018701870187018701870 Adj Flow Rate, veh/h17226448171296076599142120357129 Peak Hour Factor0.980.980.980.980.980.980.980.980.980.980.980.98 Percent Heavy Veh, %222222222222 Cap, veh/h2013015518237062010879113701087891 Arrive On Green0.060.200.200.060.200.000.030.580.580.061.001.00 Sat Flow, veh/h17811524277178118701585178118701567178118701533 Grp Volume(v), veh/h1720312171296076599142120357129 Grp Sat Flow(s),veh/h/ln178101801178118701585178118701567178118701533 Q Serve(g_s), s12.00.031.912.028.70.03.337.57.95.50.00.0 Cycle Q Clear(g_c), s12.00.031.912.028.70.03.337.57.95.50.00.0 Prop In Lane1.000.151.001.001.001.001.001.00 Lane Grp Cap(c), veh/h201035618237062010879113701087891 V/C Ratio(X)0.860.000.880.940.800.120.550.160.320.330.14 Avail Cap(c_a), veh/h201055018257162010879113701087891 HCM Platoon Ratio1.001.001.001.001.001.001.001.001.002.002.002.00 Upstream Filter(I)0.950.000.951.001.000.001.001.001.001.001.001.00 Uniform Delay (d), s/veh65.20.074.065.872.70.014.924.518.319.10.00.0 Incr Delay (d2), s/veh26.30.014.549.18.60.00.42.00.42.30.80.3 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln7.30.022.88.821.10.02.624.45.64.30.40.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh91.50.088.5114.981.30.015.326.518.721.40.80.3 LnGrp LOSFAFFFBCBCAA Approach Vol, veh/h484467A817606 Approach Delay, s/veh89.693.624.14.8 Approach LOSFFCA Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s12.0116.518.043.512.0116.518.043.5 Change Period (Y+Rc), s6.06.06.06.06.06.06.06.0 Max Green Setting (Gmax), s6.090.012.058.06.090.012.058.0 Max Q Clear Time (g_c+I1), s5.32.014.030.77.539.514.033.9 Green Ext Time (p_c), s0.00.80.03.50.01.50.03.6 Intersection Summary HCM 6th Ctrl Delay46.2 HCM 6th LOSD Notes Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay. Timings16120 Future without Project AM 5: Sunset Drive & Red Road 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)1692594716829010674587139118350126 Future Volume (vph)1692594716829010674587139118350126 Confl. Peds. (#/hr)14111114413134 Confl. Bikes (#/hr)113 Peak Hour Factor0.980.980.980.980.980.980.980.980.980.980.980.98 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn Typepm+ptNApm+ptNAPermpm+ptNAPermpm+ptNAPerm Protected Phases38741652 Permitted Phases8446622 Detector Phase38 744166522 Switch Phase Minimum Initial (s)5.010.05.010.010.05.07.07.05.07.07.0 Minimum Split (s)11.029.011.029.029.011.028.028.011.028.028.0 Total Split (s)18.064.018.064.064.012.096.096.012.096.096.0 Total Split (%)9.5%33.7%9.5%33.7%33.7%6.3%50.5%50.5%6.3%50.5%50.5% Yellow Time (s)4.04.04.04.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)6.06.06.06.06.06.06.06.06.06.06.0 Lead/LagLeadLagLeadLagLagLeadLagLagLeadLagLag Lead-Lag Optimize?YesYesYesYesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneMaxC-MaxC-MaxMaxC-MaxC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 78 (41%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 5: Sunset Drive & Red Road HCM 6th Signalized Intersection Summary16120 Future without Project PM 5: Sunset Drive/SW 72nd Avenue & Red Road 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)12227458163187787234714185576261 Future Volume (veh/h)12227458163187787234714185576261 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)0.990.901.000.940.990.961.000.95 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln187018701870187018701870187018701870187018701870 Adj Flow Rate, veh/h12728560170195817536114789600272 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Percent Heavy Veh, %222222222222 Cap, veh/h30831867207430343469973788502973786 Arrive On Green0.070.220.220.080.230.230.060.520.520.121.001.00 Sat Flow, veh/h17811466309178118701492178118701515178118701512 Grp Volume(v), veh/h1270345170195817536114789600272 Grp Sat Flow(s),veh/h/ln178101774178118701492178118701515178118701512 Q Serve(g_s), s10.50.035.914.117.08.43.521.89.84.20.00.0 Cycle Q Clear(g_c), s10.50.035.914.117.08.43.521.89.84.20.00.0 Prop In Lane1.000.171.001.001.001.001.001.00 Lane Grp Cap(c), veh/h3080384207430343469973788502973786 V/C Ratio(X)0.410.000.900.820.450.240.160.370.190.180.620.35 Avail Cap(c_a), veh/h3310495207522416469973788502973786 HCM Platoon Ratio1.001.001.001.001.001.001.001.001.002.002.002.00 Upstream Filter(I)0.960.000.961.001.001.001.001.001.001.001.001.00 Uniform Delay (d), s/veh53.30.072.456.162.959.617.727.124.218.00.00.0 Incr Delay (d2), s/veh0.30.018.821.11.60.70.71.10.50.82.91.2 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln8.30.025.412.213.25.92.915.66.83.21.40.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh53.60.091.277.264.560.318.428.224.818.82.91.2 LnGrp LOSDAF EEEBCCBAA Approach Vol, veh/h472446583961 Approach Delay, s/veh81.168.626.13.9 Approach LOSFECA Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s17.0104.818.549.717.0104.821.047.2 Change Period (Y+Rc), s6.06.06.06.06.06.06.06.0 Max Green Setting (Gmax), s11.087.015.053.011.087.015.053.0 Max Q Clear Time (g_c+I1), s5.52.012.519.06.223.816.137.9 Green Ext Time (p_c), s0.01.60.03.00.00.80.03.3 Intersection Summary HCM 6th Ctrl Delay35.7 HCM 6th LOSD Timings16120 Future without Project PM 5: Sunset Drive/SW 72nd Avenue & Red Road 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)12227458163187787234714185576261 Future Volume (vph)12227458163187787234714185576261 Confl. Peds. (#/hr)3526263525161625 Confl. Bikes (#/hr)1214 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn Typepm+ptNApm+ptNAPermpm+ptNAPermpm+ptNAPerm Protected Phases38741652 Permitted Phases8446622 Detector Phase38 744166522 Switch Phase Minimum Initial (s)5.010.05.010.010.05.07.07.05.07.07.0 Minimum Split (s)11.029.011.029.029.011.028.028.011.028.028.0 Total Split (s)21.059.021.059.059.017.093.093.017.093.093.0 Total Split (%)11.1%31.1%11.1%31.1%31.1%8.9%48.9%48.9%8.9%48.9%48.9% Yellow Time (s)4.04.04.04.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)6.06.06.06.06.06.06.06.06.06.06.0 Lead/LagLeadLagLeadLagLagLeadLagLagLeadLagLag Lead-Lag Optimize?YesYesYesYesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneMaxC-MaxC-MaxMaxC-MaxC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 20 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 5: Sunset Drive/SW 72nd Avenue & Red Road HCM 6th Signalized Intersection Summary16120 Future without Project AM 6: Sunset Drive & SW 58th Avenue 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)13741633403418237493131114 Future Volume (veh/h)13741633403418237493131114 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)1.000.971.000.970.940.910.960.90 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln187018701870187018701870187018701870187018701870 Adj Flow Rate, veh/h14142934413528538513231114 Peak Hour Factor0.970.970.970.970.970.970.970.970.970.970.970.97 Percent Heavy Veh, %222222222222 Cap, veh/h7981299103707110226691894720579100 Arrive On Green0.760.760.761.001.001.000.110.110.110.110.110.11 Sat Flow, veh/h948170513592614463493697944181258703894 Grp Volume(v), veh/h1410463410437121 003025 Grp Sat Flow(s),veh/h/ln9480184192601795158100125801597 Q Serve(g_s), s4.00.07.60.50.00.04.40.00.00.00.01.3 Cycle Q Clear(g_c), s4.00.07.68.10.00.06.90.00.00.20.01.3 Prop In Lane1.000.071.000.190.310.261.000.56 Lane Grp Cap(c), veh/h7980140270701368226002050178 V/C Ratio(X)0.180.000.330.060.000.320.530.000.000.010.000.14 Avail Cap(c_a), veh/h798014027070136810890091201076 HCM Platoon Ratio1.001.001.002.002.002.001.001.001.001.001.001.00 Upstream Filter(I)1.000.001.000.850.000.851.000.000.001.000.001.00 Uniform Delay (d), s/veh3.20.03.60.40.00.040.40.00.037.60.038.1 Incr Delay (d2), s/veh0.50.00.60.10.00.51.50.00.00.00.00.3 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln1.20.04.20.00.00.45.00.00.00.10.01.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh3.60.04.20.60.00.541.90.00.037.60.038.3 LnGrp LOS AAAAAADAADAD Approach Vol, veh/h60447812128 Approach Delay, s/veh4.10.541.938.3 Approach LOSAADD Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s78.416.678.416.6 Change Period (Y+Rc), s6.06.06.06.0 Max Green Setting (Gmax), s19.064.019.064.0 Max Q Clear Time (g_c+I1), s10.18.99.63.3 Green Ext Time (p_c), s0.80.61.00.1 Intersection Summary HCM 6th Ctrl Delay7.2 HCM 6th LOSA Timings16120 Future without Project AM 6: Sunset Drive & SW 58th Avenue 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)13741633403418237493131114 Future Volume (vph)13741633403418237493131114 Confl. Peds. (#/hr)12551216101016 Confl. Bikes (#/hr)10212 Peak Hour Factor0.970.970.970.970.970.970.970.970.970.970.970.97 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypePermNAPermNAPermNAPermNA Protected Phases 6248 Permitted Phases 6248 Detector Phase66224488 Switch Phase Minimum Initial (s)19.019.019.019.07.07.07.07.0 Minimum Split (s)25.025.025.025.024.024.024.024.0 Total Split (s)25.025.025.025.070.070.070.070.0 Total Split (%)26.3%26.3%26.3%26.3%73.7%73.7%73.7%73.7% Yellow Time (s)4.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)6.06.06.06.06.06.06.0 Lead/Lag Lead-Lag Optimize? Recall ModeMaxMaxC-MaxC-MaxNoneNoneNoneNone Intersection Summary Cycle Length: 95 Actuated Cycle Length: 95 Offset: 52 (55%), Referenced to phase 2:WBTL, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 6: Sunset Drive & SW 58th Avenue HCM 6th Signalized Intersection Summary16120 Future without Project PM 6: Sunset Drive & SW 58th Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)1163674738322101436534234545 Future Volume (veh/h)1163674738322101436534234545 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)0.990.960.990.980.950.900.960.90 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln187018701870187018701870187018701870187018701870 Adj Flow Rate, veh/h1223864940339106456836244747 Peak Hour Factor0.950.950.950.950.950.950.950.950.950.950.950.95 Percent Heavy Veh, %222222222222 Cap, veh/h76211871516909973128910446205114114 Arrive On Green0.730.730.731.001.001.000.140.140.140.140.140.14 Sat Flow, veh/h936161820594513604252857393261243810810 Grp Volume(v), veh/h12204354004451490024094 Grp Sat Flow(s),veh/h/ln9360182494501785135000124301619 Q Serve(g_s), s3.80.07.90.50.00.05.50.00.00.00.05.0 Cycle Q Clear(g_c), s3.80.07.98.40.00.010.50.00.02.40.05.0 Prop In Lane1.000.111.000.240.300.241.000.50 Lane Grp Cap(c), veh/h7620133869001309239002050227 V/C Ratio(X)0.160.000.330.060.000.340.620.000.000.120.000.41 Avail Cap(c_a), veh/h76201338690013099840081601023 HCM Platoon Ratio1.001.001.002.002.002.001.001.001.001.001.001.00 Upstream Filter(I)1.000.001.000.930.000.931.000.000.001.000.001.00 Uniform Delay (d), s/veh3.90.04.40.50.00.039.70.00.036.10.037.3 Incr Delay (d2), s/veh0.00.00.10.10.00.72.00.00.00.20.00.9 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln1.10.04.30.10.00.46.20.00.00.90.03.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh3.90.04.50.60.00.741.70.00.036.30.038.2 LnGrp LOS AAAAAADAADAD Approach Vol, veh/h557485149118 Approach Delay, s/veh4.40.741.737.8 Approach LOSAADD Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s75.719.375.719.3 Change Period (Y+Rc), s6.06.06.06.0 Max Green Setting (Gmax), s23.060.023.060.0 Max Q Clear Time (g_c+I1), s10.412.59.97.0 Green Ext Time (p_c), s1.00.81.10.6 Intersection Summary HCM 6th Ctrl Delay10.2 HCM 6th LOSB Timings16120 Future without Project PM 6: Sunset Drive & SW 58th Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)1163674738322101436534234545 Future Volume (vph)1163674738322101436534234545 Confl. Peds. (#/hr)253325722227 Confl. Bikes (#/hr)221 Peak Hour Factor0.950.950.950.950.950.950.950.950.950.950.950.95 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypePermNAPermNAPermNAPermNA Protected Phases 6248 Permitted Phases 6248 Detector Phase66224488 Switch Phase Minimum Initial (s)20.020.020.020.07.07.07.07.0 Minimum Split (s)26.026.026.026.024.024.024.024.0 Total Split (s)29.029.029.029.066.066.066.066.0 Total Split (%)30.5%30.5%30.5%30.5%69.5%69.5%69.5%69.5% Yellow Time (s)4.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)6.06.06.06.06.06.06.0 Lead/Lag Lead-Lag Optimize? Recall ModeNoneNoneC-MaxC-MaxNoneNoneNoneNone Intersection Summary Cycle Length: 95 Actuated Cycle Length: 95 Offset: 54 (57%), Referenced to phase 2:WBTL, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 6: Sunset Drive & SW 58th Avenue HCM Signalized Intersection Capacity Analysis16120 Future without Project AM 7: SW 58th Avenue & US-1 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 MovementNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)314575374055333305001943173 Future Volume (vph)314575374055333305001943173 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)7.07.07.07.07.07.07.07.07.0 Lane Util. Factor0.950.951.000.950.951.000.910.911.00 Frpb, ped/bikes1.001.001.001.000.941.001.001.001.00 Flpb, ped/bikes1.001.001.001.001.001.001.001.001.00 Frt1.001.000.851.000.961.001.001.000.85 Flt Protected0.951.001.000.950.960.951.001.001.00 Satd. Flow (prot)168117641583168115481770508550851583 Flt Permitted0.951.001.000.950.960.061.001.001.00 Satd. Flow (perm)16811764158316811548120508550851583 Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96 Adj. Flow (vph)324778390057343443002024180 RTOR Reduction (vph)0075093 00000019 Lane Group Flow (vph)295032261280343443002024161 Confl. Peds. (#/hr)68116821282821 Confl. Bikes (#/hr)425 Turn TypeSplitNAProtSplitNApm+ptNANApt+ov Protected Phases 444331622 3 Permitted Phases6 Actuated Green, G (s)7.87.87.819.019.0142.2142.2130.7156.7 Effective Green, g (s)7.87.87.819.019.0142.2142.2130.7156.7 Actuated g/C Ratio0.040.040.040.100.100.750.750.690.82 Clearance Time (s)7.07.07.07.07.07.07.07.0 Vehicle Extension (s)2.52.52.52.52.52.01.01.0 Lane Grp Cap (vph)697264168154128380534971305 v/s Ratio Prot0.02c0.030.00c0.130.080.01c0.680.400.10 v/s Ratio Perm0.19 v/c Ratio0.420.690.051.350.830.270.900.580.12 Uniform Delay, d188.989.987.585.583.911.818.615.43.2 Progression Factor0.940.951.221.001.001.001.000.920.34 Incremental Delay, d23.023.30.2189.629.80.43.40.60.0 Delay (s)86.8108.9107.4275.1113.812.222.014.91.1 Level of Service FFFFFBCBA Approach Delay (s)104.1195.321.913.7 Approach LOSFFCB Intersection Summary HCM 2000 Control Delay33.5HCM 2000 Level of ServiceC HCM 2000 Volume to Capacity ratio0.99 Actuated Cycle Length (s) 190.0Sum of lost time (s)28.0 Intersection Capacity Utilization102.7%ICU Level of ServiceG Analysis Period (min)15 c Critical Lane Group Timings16120 Future without Project AM 7: SW 58th Avenue & US-1 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)314575374055333305001943173 Future Volume (vph)314575374055333305001943173 Confl. Peds. (#/hr)68116821282821 Confl. Bikes (#/hr)425 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%)10%42% Turn TypeSplitNAProtSplitNApm+ptNANApt+ov Protected Phases 444331622 3 Permitted Phases6 Detector Phase 444331622 3 Switch Phase Minimum Initial (s)7.07.07.07.07.05.07.07.0 Minimum Split (s)15.015.015.026.026.018.041.041.0 Total Split (s)15.015.015.026.026.018.0149.0131.0 Total Split (%)7.9%7.9%7.9%13.7%13.7%9.5%78.4%68.9% Yellow Time (s)4.04.04.04.04.04.04.04.0 All-Red Time (s)3.03.03.03.03.03.03.03.0 Lost Time Adjust (s)0.00.00.00.00.00.00.00.0 Total Lost Time (s)7.07.07.07.07.07.07.07.0 Lead/LagLagLagLagLeadLeadLeadLag Lead-Lag Optimize?YesYesYesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneNoneNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 177 (93%), Referenced to phase 2:SWT, Start of Yellow Natural Cycle: 140 Control Type: Actuated-Coordinated Splits and Phases: 7: SW 58th Avenue & US-1 Queues16120 Future without Project AM 7: SW 58th Avenue & US-1 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTNELNETSWTSWR Lane Group Flow (vph)2950782262213434432024180 v/c Ratio0.430.690.481.350.890.250.900.570.13 Control Delay102.4127.316.3247.778.910.523.314.60.7 Queue Delay0.00.00.00.00.00.00.00.20.5 Total Delay102.4127.316.3247.778.910.523.314.81.2 Queue Length 50th (ft)38673~3861611011402873 Queue Length 95th (ft)82#14736#590#3352111753777 Internal Link Dist (ft)128153484252 Turn Bay Length (ft)5060160100 Base Capacity (vph)7074165168247184380535351335 Starvation Cap Reductn 0000000586831 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio0.410.680.471.350.890.180.900.690.36 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis16120 Future without Project PM 7: SW 58th Avenue & US-1 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 MovementNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)11849136404011724235200257258 Future Volume (vph)11849136404011724235200257258 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)8.06.06.06.06.06.06.06.06.0 Lane Util. Factor0.950.951.000.950.951.000.910.911.00 Frpb, ped/bikes1.001.001.001.000.881.001.001.001.00 Flpb, ped/bikes1.001.001.001.001.001.001.001.001.00 Frt1.001.000.851.000.931.001.001.000.85 Flt Protected0.950.981.000.950.970.951.001.001.00 Satd. Flow (prot)168117331583168114191770508550851583 Flt Permitted0.950.981.000.950.970.031.001.001.00 Satd. Flow (perm)1681173315831681141955508550851583 Peak-hour factor, PHF0.920.920.920.920.920.920.920.920.920.920.920.92 Adj. Flow (vph)12853148439012726255700279663 RTOR Reduction (vph)0079078 00000010 Lane Group Flow (vph)909169290198026255700279653 Confl. Peds. (#/hr)7676641416 Confl. Bikes (#/hr)228 Turn TypeSplitNAProtSplitNApm+ptNANApt+ov Protected Phases 444331622 3 Permitted Phases6 Actuated Green, G (s)14.514.514.518.018.0139.5139.5129.1153.1 Effective Green, g (s)12.514.514.518.018.0139.5139.5129.1153.1 Actuated g/C Ratio0.070.080.080.090.090.730.730.680.81 Clearance Time (s)6.06.06.06.06.06.06.06.0 Vehicle Extension (s)2.52.52.52.52.52.01.01.0 Lane Grp Cap (vph)11013212015913480373334551275 v/s Ratio Protc0.050.050.04c0.170.140.01c0.50c0.550.03 v/s Ratio Perm0.23 v/c Ratio0.820.690.571.821.480.330.680.810.04 Uniform Delay, d187.685.684.786.086.027.813.521.73.7 Progression Factor0.980.980.961.001.001.001.000.630.05 Incremental Delay, d234.912.85.3394.3251.00.90.41.80.0 Delay (s)120.796.486.7480.3337.028.713.915.40.2 Level of Service FFFFFCBBA Approach Delay (s)98.7410.414.115.0 Approach LOSFFBB Intersection Summary HCM 2000 Control Delay54.3HCM 2000 Level of ServiceD HCM 2000 Volume to Capacity ratio0.93 Actuated Cycle Length (s) 190.0Sum of lost time (s)26.0 Intersection Capacity Utilization84.8%ICU Level of ServiceE Analysis Period (min)15 c Critical Lane Group Timings16120 Future without Project PM 7: SW 58th Avenue & US-1 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)11849136404011724235200257258 Future Volume (vph)11849136404011724235200257258 Confl. Peds. (#/hr)7676641416 Confl. Bikes (#/hr)228 Peak Hour Factor0.920.920.920.920.920.920.920.920.920.920.920.92 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%)30%34% Turn TypeSplitNAProtSplitNApm+ptNANApt+ov Protected Phases 444331622 3 Permitted Phases6 Detector Phase 444331622 3 Switch Phase Minimum Initial (s)7.07.07.07.07.05.07.07.0 Minimum Split (s)15.015.015.024.024.012.041.041.0 Total Split (s)24.024.024.024.024.012.0142.0130.0 Total Split (%)12.6%12.6%12.6%12.6%12.6%6.3%74.7%68.4% Yellow Time (s)4.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.02.02.02.0 Lost Time Adjust (s)2.00.00.00.00.00.00.00.0 Total Lost Time (s)8.06.06.06.06.06.06.06.0 Lead/LagLagLagLagLeadLeadLeadLag Lead-Lag Optimize?YesYesYesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneNoneNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 177 (93%), Referenced to phase 2:SWT, Start of Yellow Natural Cycle: 135 Control Type: Actuated-Coordinated Splits and Phases: 7: SW 58th Avenue & US-1 Queues16120 Future without Project PM 7: SW 58th Avenue & US-1 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTNELNETSWTSWR Lane Group Flow (vph)9091148290276262557279663 v/c Ratio0.820.690.741.821.300.290.680.800.05 Control Delay132.5109.056.5435.0206.115.715.015.50.1 Queue Delay0.00.00.00.20.10.00.00.10.0 Total Delay132.5109.056.5435.2206.315.715.015.60.1 Queue Length 50th (ft)12012076~572~355859011240 Queue Length 95th (ft)189190164#792#5752166412360 Internal Link Dist (ft)128153508252 Turn Bay Length (ft)5060160100 Base Capacity (vph)14116422715921295373434891295 Starvation Cap Reductn 0000000610 Spillback Cap Reductn 000220000 Storage Cap Reductn 000000000 Reduced v/c Ratio0.640.550.651.851.310.270.680.820.05 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis16120 Future without Project AM 8: US-1 & Sunset Place Driveway 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 MovementNWLNWRNETNERSWLSWT Lane Configurations Traffic Volume (vph)07342348432116 Future Volume (vph)07342348432116 Ideal Flow (vphpl)190019001900190019001900 Total Lost time (s)2.06.06.06.02.0 Lane Util. Factor1.000.911.001.000.91 Frpb, ped/bikes1.001.001.001.001.00 Flpb, ped/bikes1.001.001.001.001.00 Frt0.861.000.851.001.00 Flt Protected1.001.001.000.951.00 Satd. Flow (prot)16115085158317705085 Flt Permitted1.001.001.000.021.00 Satd. Flow (perm)161150851583415085 Peak-hour factor, PHF0.960.960.960.960.960.96 Adj. Flow (vph)07356650452204 RTOR Reduction (vph)000200 Lane Group Flow (vph)07356648452204 Confl. Peds. (#/hr)33 Confl. Bikes (#/hr)1 Turn TypePermNAProtpm+ptNA Protected Phases 6652 Permitted Phases22 Actuated Green, G (s)190.0173.0173.0188.0190.0 Effective Green, g (s)190.0173.0173.0188.0190.0 Actuated g/C Ratio1.000.910.910.991.00 Clearance Time (s)2.06.06.06.02.0 Vehicle Extension (s)3.08.08.02.53.0 Lane Grp Cap (vph)161146301441865085 v/s Ratio Protc0.700.030.01c0.43 v/s Ratio Perm0.000.51 v/c Ratio0.000.770.030.520.43 Uniform Delay, d10.02.50.828.20.0 Progression Factor1.000.150.211.281.00 Incremental Delay, d20.00.50.02.90.2 Delay (s)0.00.90.239.10.2 Level of ServiceAAADA Approach Delay (s)0.00.91.0 Approach LOSAAA Intersection Summary HCM 2000 Control Delay0.9HCM 2000 Level of ServiceA HCM 2000 Volume to Capacity ratio0.78 Actuated Cycle Length (s) 190.0Sum of lost time (s)12.0 Intersection Capacity Utilization78.6%ICU Level of ServiceD Analysis Period (min)15 c Critical Lane Group Timings16120 Future without Project AM 8: US-1 & Sunset Place Driveway 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Lane GroupNWLNWRNETNERSWLSWT Lane Configurations Traffic Volume (vph)07342348432116 Future Volume (vph)07342348432116 Confl. Peds. (#/hr)33 Confl. Bikes (#/hr)1 Peak Hour Factor0.960.960.960.960.960.96 Growth Factor100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2% Bus Blockages (#/hr)000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0% Shared Lane Traffic (%) Turn TypePermNAProtpm+ptNA Protected Phases 6652 Permitted Phases22 Detector Phase 26652 Switch Phase Minimum Initial (s)5.016.016.05.05.0 Minimum Split (s)190.024.024.024.0190.0 Total Split (s)190.0159.0159.031.0190.0 Total Split (%)100.0%83.7%83.7%16.3%100.0% Yellow Time (s)2.04.04.04.02.0 All-Red Time (s)0.02.02.02.00.0 Lost Time Adjust (s)0.00.00.00.00.0 Total Lost Time (s)2.06.06.06.02.0 Lead/LagLagLagLead Lead-Lag Optimize?YesYesYes Recall ModeC-MaxC-MaxC-MaxNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 14 (7%), Referenced to phase 2:SWTL and 6:NET, Start of Yellow Natural Cycle: 190 Control Type: Actuated-Coordinated Splits and Phases: 8: US-1 & Sunset Place Driveway Queues16120 Future without Project AM 8: US-1 & Sunset Place Driveway 06/01/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Lane GroupNWRNETNERSWLSWT Lane Group Flow (vph)7356650452204 v/c Ratio0.000.760.030.480.43 Control Delay0.00.90.143.90.2 Queue Delay0.01.40.00.00.1 Total Delay0.02.20.143.90.2 Queue Length 50th (ft)0461270 Queue Length 95th (ft)0m60m1m450 Internal Link Dist (ft)252450 Turn Bay Length (ft)150120 Base Capacity (vph)1611469314632675085 Starvation Cap Reductn0565000 Spillback Cap Reductn085000928 Storage Cap Reductn 00000 Reduced v/c Ratio0.000.930.030.170.53 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis16120 Future without Project PM 8: US-1 & Sunset Place Driveway 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 MovementNWLNWRNETNERSWLSWT Lane Configurations Traffic Volume (vph)039256556322630 Future Volume (vph)039256556322630 Ideal Flow (vphpl)190019001900190019001900 Total Lost time (s)2.06.06.06.02.0 Lane Util. Factor1.000.911.001.000.91 Frpb, ped/bikes1.001.001.001.001.00 Flpb, ped/bikes1.001.001.001.001.00 Frt0.861.000.851.001.00 Flt Protected1.001.001.000.951.00 Satd. Flow (prot)16115085158317705085 Flt Permitted1.001.001.000.041.00 Satd. Flow (perm)161150851583655085 Peak-hour factor, PHF0.920.920.920.920.920.92 Adj. Flow (vph)042278861352859 RTOR Reduction (vph)000400 Lane Group Flow (vph)042278857352859 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)2 Turn TypePermNAProtpm+ptNA Protected Phases 6652 Permitted Phases22 Actuated Green, G (s)190.0173.7173.7188.0190.0 Effective Green, g (s)190.0173.7173.7188.0190.0 Actuated g/C Ratio1.000.910.910.991.00 Clearance Time (s)2.06.06.06.02.0 Vehicle Extension (s)3.08.08.02.53.0 Lane Grp Cap (vph)1611464814471025085 v/s Ratio Protc0.550.040.01c0.56 v/s Ratio Perm0.030.33 v/c Ratio0.030.600.040.340.56 Uniform Delay, d10.01.50.72.30.0 Progression Factor1.000.620.707.851.00 Incremental Delay, d20.00.30.00.90.3 Delay (s)0.01.30.518.90.3 Level of Service AAABA Approach Delay (s)0.01.30.5 Approach LOSAAA Intersection Summary HCM 2000 Control Delay0.9HCM 2000 Level of ServiceA HCM 2000 Volume to Capacity ratio0.62 Actuated Cycle Length (s) 190.0Sum of lost time (s)12.0 Intersection Capacity Utilization62.1%ICU Level of ServiceB Analysis Period (min)15 c Critical Lane Group Timings16120 Future without Project PM 8: US-1 & Sunset Place Driveway 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Lane GroupNWLNWRNETNERSWLSWT Lane Configurations Traffic Volume (vph)039256556322630 Future Volume (vph)039256556322630 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)2 Peak Hour Factor0.920.920.920.920.920.92 Growth Factor100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2% Bus Blockages (#/hr)000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0% Shared Lane Traffic (%) Turn TypePermNAProtpm+ptNA Protected Phases 6652 Permitted Phases22 Detector Phase 26652 Switch Phase Minimum Initial (s)5.016.016.05.05.0 Minimum Split (s)24.024.024.024.024.0 Total Split (s)190.0159.0159.031.0190.0 Total Split (%)100.0%83.7%83.7%16.3%100.0% Yellow Time (s)2.04.04.04.02.0 All-Red Time (s)0.02.02.02.00.0 Lost Time Adjust (s)0.00.00.00.00.0 Total Lost Time (s)2.06.06.06.02.0 Lead/LagLagLagLead Lead-Lag Optimize?YesYesYes Recall ModeC-MaxC-MaxC-MaxNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 166 (87%), Referenced to phase 2:SWTL and 6:NET, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 8: US-1 & Sunset Place Driveway Queues16120 Future without Project PM 8: US-1 & Sunset Place Driveway 06/01/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Lane GroupNWRNETNERSWLSWT Lane Group Flow (vph)42278861352859 v/c Ratio0.030.590.040.320.56 Control Delay0.01.30.317.30.3 Queue Delay0.00.30.00.00.0 Total Delay0.01.50.317.30.3 Queue Length 50th (ft)0113110 Queue Length 95th (ft)0m108m3m40 Internal Link Dist (ft)252450 Turn Bay Length (ft)150120 Base Capacity (vph)1611471214702875085 Starvation Cap Reductn0988000 Spillback Cap Reductn13141500422 Storage Cap Reductn 00000 Reduced v/c Ratio0.030.750.040.120.61 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC16120 Future without Project AM 9: SW 58th Avenue & SW 71st Street/Sunset Place Driveway 05/31/2017 Sunset Place 09/20/2016 16120 Future without Project AMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh2.5 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Vol, veh/h12216150268139124060 Future Vol, veh/h12216150268139124060 Conflicting Peds, #/hr00440015055015 Sign Control StopStopStopStopStopStopFreeFreeFreeFreeFreeFree RT Channelized--None--None--None--None Storage Length-----0------ Veh in Median Storage, #-0--0--0--0- Grade, %-0--0--0--0- Peak Hour Factor828282828282828282828282 Heavy Vehicles, %222222222222 Mvmt Flow127201803210170151070 Major/MinorMinor2Minor1Major1Major2 Conflicting Flow All30436826306293251220032600 Stage 12222-271271------- Stage 2282346-3522------- Critical Hdwy7.126.526.227.126.526.224.12--4.12-- Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy3.5184.0183.3183.5184.0183.3182.218--2.218-- Pot Cap-1 Maneuver64856110506466187881593--1234-- Stage 1996877-735685------- Stage 2725635-981877------- Platoon blocked, %---- Mov Cap-1 Maneuver60954610316016017841570--1228-- Mov Cap-2 Maneuver609546-601601------- Stage 1974865-725676------- Stage 2690627-929865------- ApproachEBWBNBSB HCM Control Delay, s10.710.30.20 HCM LOSBB Minor Lane/Major MvmtNBLNBTNBREBLn1WBLn1WBLn2SBLSBTSBR Capacity (veh/h)1570--6796017841228-- HCM Lane V/C Ratio0.006--0.070.030.04--- HCM Control Delay (s)7.30-10.711.29.80-- HCM Lane LOSAA-BBAA-- HCM 95th %tile Q(veh)0--0.20.10.10-- HCM 6th TWSC16120 Future without Project PM 9: SW 58th Avenue & SW 71st Street/Sunset Place Driveway 05/31/2017 Sunset Place 10/04/2016 16120 Future without Project PMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh5 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Vol, veh/h10302061610212182101030 Future Vol, veh/h10302061610212182101030 Conflicting Peds, #/hr9010100918033018 Sign Control StopStopStopStopStopStopFreeFreeFreeFreeFreeFree RT Channelized--None--None--None--None Storage Length-----0------ Veh in Median Storage, #-0--0--0--0- Grade, %-0--0--0--0- Peak Hour Factor929292929292929292929292 Heavy Vehicles, %222222222222 Mvmt Flow11332266711113198110030 Major/MinorMinor2Minor1Major1Major2 Conflicting Flow All36835831323303265210031100 Stage 12121-282282------- Stage 2347337-4121------- Critical Hdwy7.126.526.227.126.526.224.12--4.12-- Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy3.5184.0183.3183.5184.0183.3182.218--2.218-- Pot Cap-1 Maneuver58856810436306107741595--1249-- Stage 1998878-725678------- Stage 2669641-974878------- Platoon blocked, %---- Mov Cap-1 Maneuver48255110155775927651568--1245-- Mov Cap-2 Maneuver482551-577592------- Stage 1971863-716669------- Stage 2556633-908863------- ApproachEBWBNBSB HCM Control Delay, s11.411.10.30 HCM LOSBB Minor Lane/Major MvmtNBLNBTNBREBLn1WBLn1WBLn2SBLSBTSBR Capacity (veh/h)1568--6325787651245-- HCM Lane V/C Ratio0.008--0.1030.1260.145--- HCM Control Delay (s)7.30-11.412.110.50-- HCM Lane LOSAA-BBBA-- HCM 95th %tile Q(veh)0--0.30.40.50-- Future with Project Conditions HCM 6th Signalized Intersection Summary16120 Future with Project AM 1: US-1 & Red Road 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 MovementNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (veh/h)051513805832563273038135118200181 Future Volume (veh/h)051513805832563273038135118200181 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)1.000.981.000.971.001.001.000.98 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln018701870018701870187018701870187018701870 Adj Flow Rate, veh/h0526141059526133431000120204283 Peak Hour Factor0.980.980.980.980.980.980.980.980.980.980.980.98 Percent Heavy Veh, %022022222222 Cap, veh/h0494132063651235333971402823114 Arrive On Green0.000.060.060.000.180.180.200.880.000.050.560.56 Sat Flow, veh/h0285373603647154117815274017815030204 Grp Volume(v), veh/h03383290595261334310001201380745 Grp Sat Flow(s),veh/h/ln017771719017771541178117020178117021829 Q Serve(g_s), s0.034.034.00.031.426.025.669.00.06.356.857.3 Cycle Q Clear(g_c), s0.034.034.00.031.426.025.669.00.06.356.857.3 Prop In Lane0.000.430.001.001.000.001.000.11 Lane Grp Cap(c), veh/h03183080636512353339714019111027 V/C Ratio(X)0.001.061.070.000.940.510.950.910.860.720.73 Avail Cap(c_a), veh/h03183080636512434339740619111027 HCM Platoon Ratio1.000.330.331.001.001.001.331.331.331.001.001.00 Upstream Filter(I)0.001.001.000.001.001.000.550.550.001.001.001.00 Uniform Delay (d), s/veh0.089.489.40.076.951.654.27.60.045.830.730.8 Incr Delay (d2), s/veh0.067.871.30.021.20.618.02.40.013.72.44.5 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln0.031.230.80.022.931.022.417.10.010.632.235.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh0.0157.2160.70.098.152.372.110.10.059.433.135.3 LnGrp LOSAFFAFDEBECD Approach Vol, veh/h6678563434A2245 Approach Delay, s/veh158.984.116.135.3 Approach LOSFFBD Timer - Assigned Phs124568 Phs Duration (G+Y+Rc), s35.3113.741.015.6133.441.0 Change Period (Y+Rc), s7.07.07.07.07.07.0 Max Green Setting (Gmax), s37.098.034.037.098.034.0 Max Q Clear Time (g_c+I1), s27.659.336.08.371.033.4 Green Ext Time (p_c), s0.720.30.00.324.50.3 Intersection Summary HCM 6th Ctrl Delay43.4 HCM 6th LOSD Notes Unsignalized Delay for [NER] is excluded from calculations of the approach delay and intersection delay. Timings16120 Future with Project AM 1: US-1 & Red Road 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)051513805832563273038135118200181 Future Volume (vph)051513805832563273038135118200181 Confl. Peds. (#/hr)82285445 Confl. Bikes (#/hr)5237 Peak Hour Factor0.980.980.980.980.980.980.980.980.980.980.980.98 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypeNANApm+ovpm+ptNApm+ptNA Protected Phases4 811652 Permitted Phases862 Detector Phase488 11652 Switch Phase Minimum Initial (s)7.07.05.05.07.05.07.0 Minimum Split (s)41.041.044.044.0105.044.0105.0 Total Split (s)41.041.044.044.0105.044.0105.0 Total Split (%)21.6%21.6%23.2%23.2%55.3%23.2%55.3% Yellow Time (s)4.04.05.05.05.05.05.0 All-Red Time (s)3.03.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)7.07.07.07.07.07.07.0 Lead/LagLeadLeadLagLeadLag Lead-Lag Optimize?YesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 7 (4%), Referenced to phase 2:SWTL, Start of Yellow Natural Cycle: 190 Control Type: Actuated-Coordinated Splits and Phases: 1: US-1 & Red Road HCM 6th Signalized Intersection Summary16120 Future with Project PM 1: US-1 & Red Road 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 MovementNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (veh/h)055312104063561412276103109234966 Future Volume (veh/h)055312104063561412276103109234966 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)1.000.961.000.931.001.001.000.98 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln018701870018701870187018701870187018701870 Adj Flow Rate, veh/h0582127042737514823960115247369 Peak Hour Factor0.950.950.950.950.950.950.950.950.950.950.950.95 Percent Heavy Veh, %022022222222 Cap, veh/h051511206363421683461141337594 Arrive On Green0.000.240.240.000.180.180.030.450.000.030.660.66 Sat Flow, veh/h0297062603647147617815274017815103142 Grp Volume(v), veh/h03593500427375148239601151645897 Grp Sat Flow(s),veh/h/ln017771725017771476178117020178117021841 Q Serve(g_s), s0.034.034.00.021.334.07.171.00.04.060.261.2 Cycle Q Clear(g_c), s0.034.034.00.021.334.07.171.00.04.060.261.2 Prop In Lane0.000.360.001.001.000.001.000.08 Lane Grp Cap(c), veh/h03183090636342168346114122511217 V/C Ratio(X)0.001.131.130.000.671.100.880.690.820.730.74 Avail Cap(c_a), veh/h03183090636342287346128822511217 HCM Platoon Ratio1.001.331.331.001.001.000.670.670.671.001.001.00 Upstream Filter(I)0.001.001.000.001.001.000.790.790.001.001.001.00 Uniform Delay (d), s/veh0.072.472.40.072.873.649.636.10.039.921.121.3 Incr Delay (d2), s/veh0.089.792.70.02.577.012.10.40.011.02.14.0 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln0.033.032.50.015.252.212.139.70.07.432.636.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh0.0162.1165.10.075.3150.661.736.50.050.923.225.3 LnGrp LOSAFFAEFEDDCC Approach Vol, veh/h7098022544A2657 Approach Delay, s/veh163.6110.538.025.1 Approach LOSFFDC Timer - Assigned Phs124568 Phs Duration (G+Y+Rc), s16.4132.641.013.2135.841.0 Change Period (Y+Rc), s7.07.07.07.07.07.0 Max Green Setting (Gmax), s22.0113.034.022.0113.034.0 Max Q Clear Time (g_c+I1), s9.163.236.06.073.036.0 Green Ext Time (p_c), s0.330.80.00.226.20.0 Intersection Summary HCM 6th Ctrl Delay54.8 HCM 6th LOSD Notes Unsignalized Delay for [NER] is excluded from calculations of the approach delay and intersection delay. Timings16120 Future with Project PM 1: US-1 & Red Road 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)055312104063561412276103109234966 Future Volume (vph)055312104063561412276103109234966 Confl. Peds. (#/hr)32111132816168 Confl. Bikes (#/hr)104214 Peak Hour Factor0.950.950.950.950.950.950.950.950.950.950.950.95 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypeNANApm+ovpm+ptNApm+ptNA Protected Phases4 811652 Permitted Phases862 Detector Phase488 11652 Switch Phase Minimum Initial (s)7.07.05.05.07.05.07.0 Minimum Split (s)41.041.029.029.0105.029.0105.0 Total Split (s)41.041.029.029.0120.029.0120.0 Total Split (%)21.6%21.6%15.3%15.3%63.2%15.3%63.2% Yellow Time (s)4.04.05.05.05.05.05.0 All-Red Time (s)3.03.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)7.07.07.07.07.07.07.0 Lead/LagLeadLeadLagLeadLag Lead-Lag Optimize?YesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 140 (74%), Referenced to phase 2:SWTL, Start of Yellow Natural Cycle: 175 Control Type: Actuated-Coordinated Splits and Phases: 1: US-1 & Red Road HCM 6th TWSC16120 Future with Project AM 2: Red Road & Madruga Avenue 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh5.2 MovementNBTNBRSBLSBTSWLSWR Lane Configurations Traffic Vol, veh/h5951461426926947 Future Vol, veh/h5951461426926947 Conflicting Peds, #/hr000000 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-Stop Storage Length--100-075 Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor929292929292 Heavy Vehicles, %222222 Mvmt Flow6471591547527551 Major/MinorMajor1Major2Minor1 Conflicting Flow All0080601411403 Stage 1----727- Stage 2----684- Critical Hdwy--4.14-6.846.94 Critical Hdwy Stg 1----5.84- Critical Hdwy Stg 2----5.84- Follow-up Hdwy--2.22-3.523.32 Pot Cap-1 Maneuver--814-129597 Stage 1----439- Stage 2----462- Platoon blocked, %--- Mov Cap-1 Maneuver--814-105597 Mov Cap-2 Maneuver----105- Stage 1----356- Stage 2----462- ApproachNBSBSW HCM Control Delay, s01.863.1 HCM LOSF Minor Lane/Major MvmtNBTNBRSBLSBTSWLn1SWLn2 Capacity (veh/h)--814-105597 HCM Lane V/C Ratio--0.19-0.7140.086 HCM Control Delay (s)--10.5-98.111.6 HCM Lane LOS--B-FB HCM 95th %tile Q(veh)--0.7-3.80.3 HCM 6th TWSC16120 Future with Project PM 2: Red Road & Madruga Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh3.6 MovementNBTNBRSBLSBTSWLSWR Lane Configurations Traffic Vol, veh/h5368011155570104 Future Vol, veh/h5368011155570104 Conflicting Peds, #/hr044000 Sign Control FreeFreeFreeFreeStopStop RT Channelized-None-None-Stop Storage Length--100-075 Veh in Median Storage, #0--00- Grade, %0--00- Peak Hour Factor949494949494 Heavy Vehicles, %222222 Mvmt Flow5708511859074111 Major/MinorMajor1Major2Minor1 Conflicting Flow All0065901148332 Stage 1----617- Stage 2----531- Critical Hdwy--4.14-6.846.94 Critical Hdwy Stg 1----5.84- Critical Hdwy Stg 2----5.84- Follow-up Hdwy--2.22-3.523.32 Pot Cap-1 Maneuver--925-192664 Stage 1----501- Stage 2----554- Platoon blocked, %--- Mov Cap-1 Maneuver--921-167661 Mov Cap-2 Maneuver----167- Stage 1----435- Stage 2----554- ApproachNBSBSW HCM Control Delay, s01.624.1 HCM LOSC Minor Lane/Major MvmtNBTNBRSBLSBTSWLn1SWLn2 Capacity (veh/h)--921-167661 HCM Lane V/C Ratio--0.128-0.4460.167 HCM Control Delay (s)--9.5-42.811.5 HCM Lane LOS--A-EB HCM 95th %tile Q(veh)--0.4-2.10.6 HCM Signalized Intersection Capacity Analysis16120 Future with Project AM 3: Red Road & San Remo Avenue 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)3684443963547672137179536 Future Volume (vph)3684443963547672137179536 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)6.06.04.04.06.04.06.0 Lane Util. Factor1.001.001.001.000.951.000.95 Frpb, ped/bikes0.861.000.951.000.971.000.99 Flpb, ped/bikes1.001.001.001.001.001.001.00 Frt0.931.000.851.000.971.000.99 Flt Protected0.980.961.000.951.000.951.00 Satd. Flow (prot)1459178815061763334017703460 Flt Permitted0.980.961.000.421.000.291.00 Satd. Flow (perm)14591788150678233405313460 Peak-hour factor, PHF0.960.960.960.960.960.960.920.960.960.960.960.96 Adj. Flow (vph)3884645966549700143186558 RTOR Reduction (vph)01900057 008002 Lane Group Flow (vph)073005490548350186596 Confl. Peds. (#/hr)277373274304 Confl. Bikes (#/hr)114 Turn TypeSplitNASplitNApm+ovpm+ptpm+ptNApm+ptNA Protected Phases88 44511652 Permitted Phases4662 Actuated Green, G (s)16.715.026.1131.0125.2140.3130.5 Effective Green, g (s)16.715.026.1131.0125.2140.3130.5 Actuated g/C Ratio0.090.080.140.690.660.740.69 Clearance Time (s)6.06.04.04.06.04.06.0 Vehicle Extension (s)2.52.53.03.01.03.01.0 Lane Grp Cap (vph)12814120656922004642376 v/s Ratio Protc0.05c0.030.000.000.25c0.020.17 v/s Ratio Perm0.000.06c0.27 v/c Ratio0.570.380.040.090.380.400.25 Uniform Delay, d183.283.171.19.514.78.611.3 Progression Factor1.001.001.001.120.871.090.35 Incremental Delay, d24.61.30.10.10.40.40.2 Delay (s)87.884.471.210.613.29.84.2 Level of ServiceFFEBBAA Approach Delay (s)87.877.113.15.5 Approach LOSFEBA Intersection Summary HCM 2000 Control Delay17.6HCM 2000 Level of ServiceB HCM 2000 Volume to Capacity ratio0.42 Actuated Cycle Length (s) 190.0Sum of lost time (s)22.0 Intersection Capacity Utilization62.1%ICU Level of ServiceB Analysis Period (min)15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis16120 Future with Project AM 3: Red Road & San Remo Avenue 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 2 MovementSBR Lane Configurations Traffic Volume (vph)38 Future Volume (vph)38 Ideal Flow (vphpl)1900 Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF0.96 Adj. Flow (vph)40 RTOR Reduction (vph)0 Lane Group Flow (vph)0 Confl. Peds. (#/hr)30 Confl. Bikes (#/hr)4 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary Timings16120 Future with Project AM 3: Red Road & San Remo Avenue 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)3684443963547672137179536 Future Volume (vph)3684443963547672137179536 Confl. Peds. (#/hr)277373274304 Confl. Bikes (#/hr)114 Peak Hour Factor0.960.960.960.960.960.960.920.960.960.960.960.96 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypeSplitNASplitNApm+ovpm+ptpm+ptNApm+ptNA Protected Phases88 44511652 Permitted Phases4662 Detector Phase88444 511652 Switch Phase Minimum Initial (s)15.015.015.015.05.05.05.07.05.07.0 Minimum Split (s)21.021.029.029.010.010.010.024.010.024.0 Total Split (s)21.021.031.031.014.014.014.0124.014.0124.0 Total Split (%)11.1%11.1%16.3%16.3%7.4%7.4%7.4%65.3%7.4%65.3% Yellow Time (s)4.04.04.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.00.00.00.02.00.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)6.06.04.04.06.04.06.0 Lead/LagLeadLeadLeadLagLeadLag Lead-Lag Optimize?YesYesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MaxNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 94 (49%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Splits and Phases: 3: Red Road & San Remo Avenue Timings16120 Future with Project AM 3: Red Road & San Remo Avenue 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 2 Lane GroupSBR Lane Configurations Traffic Volume (vph)38 Future Volume (vph)38 Confl. Peds. (#/hr)30 Confl. Bikes (#/hr)4 Peak Hour Factor0.96 Growth Factor100% Heavy Vehicles (%)2% Bus Blockages (#/hr)0 Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Intersection Summary Queues16120 Future with Project AM 3: Red Road & San Remo Avenue 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Lane GroupEBTWBTWBRNBLNBTSBLSBT Lane Group Flow (vph)92546654843186598 v/c Ratio0.630.380.240.090.380.400.25 Control Delay82.691.511.37.813.29.34.2 Queue Delay0.00.00.00.00.40.00.3 Total Delay82.691.511.37.813.79.34.5 Queue Length 50th (ft)88650171573150 Queue Length 95th (ft)15511940m24195m46m60 Internal Link Dist (ft)122354191111 Turn Bay Length (ft)10080120 Base Capacity (vph)14723535361322104712391 Starvation Cap Reductn 000081501063 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio0.630.230.190.090.600.390.45 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis16120 Future with Project PM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)1001811720216107121084457977464 Future Volume (vph)1001811720216107121084457977464 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)6.06.04.04.06.04.06.0 Lane Util. Factor1.001.001.001.000.951.000.95 Frpb, ped/bikes0.841.001.001.000.981.000.97 Flpb, ped/bikes0.961.001.000.981.000.981.00 Frt0.931.000.851.000.981.000.97 Flt Protected0.980.961.000.951.000.951.00 Satd. Flow (prot)1366178015831739338917423362 Flt Permitted0.540.531.000.411.000.421.00 Satd. Flow (perm)757983158374733897643362 Peak-hour factor, PHF0.970.970.970.970.970.970.920.970.970.970.970.97 Adj. Flow (vph)1031912120816110131114598179478 RTOR Reduction (vph)01900049 007009 Lane Group Flow (vph)022400224610124533079566 Confl. Peds. (#/hr)80787880232121 Confl. Bikes (#/hr)143 Turn TypePermNAPermNApm+ovpm+ptpm+ptNApm+ptNA Protected Phases8 4511652 Permitted Phases844662 Actuated Green, G (s)49.049.063.2123.8116.8126.2118.0 Effective Green, g (s)49.049.057.2123.8116.8126.2118.0 Actuated g/C Ratio0.260.260.300.650.610.660.62 Clearance Time (s)6.06.04.04.06.04.06.0 Vehicle Extension (s)2.52.53.03.01.03.01.0 Lane Grp Cap (vph)19525347652320835492087 v/s Ratio Prot0.04c0.010.160.01c0.17 v/s Ratio Permc0.300.230.150.09 v/c Ratio1.150.890.130.240.260.140.27 Uniform Delay, d170.567.848.312.616.711.516.4 Progression Factor1.001.001.000.860.820.490.44 Incremental Delay, d2111.028.50.10.20.30.10.3 Delay (s)181.596.348.411.014.05.87.5 Level of ServiceFFDBBAA Approach Delay (s)181.580.513.47.3 Approach LOSFFBA Intersection Summary HCM 2000 Control Delay44.7HCM 2000 Level of ServiceD HCM 2000 Volume to Capacity ratio0.52 Actuated Cycle Length (s) 190.0Sum of lost time (s)16.0 Intersection Capacity Utilization59.4%ICU Level of ServiceB Analysis Period (min)15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis16120 Future with Project PM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 2 MovementSBR Lane Configurations Traffic Volume (vph)94 Future Volume (vph)94 Ideal Flow (vphpl)1900 Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF0.97 Adj. Flow (vph)97 RTOR Reduction (vph)0 Lane Group Flow (vph)0 Confl. Peds. (#/hr)23 Confl. Bikes (#/hr)8 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary Timings16120 Future with Project PM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT Lane Configurations Traffic Volume (vph)1001811720216107121084457977464 Future Volume (vph)1001811720216107121084457977464 Confl. Peds. (#/hr)80787880232121 Confl. Bikes (#/hr)143 Peak Hour Factor0.970.970.970.970.970.970.920.970.970.970.970.97 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypePermNAPermNApm+ovpm+ptpm+ptNApm+ptNA Protected Phases8 4511652 Permitted Phases844662 Detector Phase88444 511652 Switch Phase Minimum Initial (s)12.012.015.015.05.05.05.07.05.07.0 Minimum Split (s)18.018.027.027.010.010.010.024.010.024.0 Total Split (s)55.055.055.055.015.011.011.0120.015.0124.0 Total Split (%)28.9%28.9%28.9%28.9%7.9%5.8%5.8%63.2%7.9%65.3% Yellow Time (s)4.04.04.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.00.00.00.02.00.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)6.06.04.04.06.04.06.0 Lead/LagLeadLeadLeadLagLeadLag Lead-Lag Optimize?YesYesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MaxNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 41 (22%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 3: Red Road & San Remo Avenue Timings16120 Future with Project PM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 2 Lane GroupSBR Lane Configurations Traffic Volume (vph)94 Future Volume (vph)94 Confl. Peds. (#/hr)23 Confl. Bikes (#/hr)8 Peak Hour Factor0.97 Growth Factor100% Heavy Vehicles (%)2% Bus Blockages (#/hr)0 Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Intersection Summary Queues16120 Future with Project PM 3: Red Road & San Remo Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Lane GroupEBTWBTWBRNBLNBTSBLSBT Lane Group Flow (vph)24322411012454079575 v/c Ratio1.140.890.250.240.260.140.27 Control Delay156.1100.619.49.713.65.37.2 Queue Delay0.52.90.00.10.30.00.0 Total Delay156.6103.419.49.813.95.37.3 Queue Length 50th (ft)~3282723533931568 Queue Length 95th (ft)#529#4428761130m2279 Internal Link Dist (ft)119359177125 Turn Bay Length (ft)10080120 Base Capacity (vph)21425346651620895752097 Starvation Cap Reductn 000090400 Spillback Cap Reductn7706600275 Storage Cap Reductn 0000000 Reduced v/c Ratio1.170.910.240.280.460.140.32 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC16120 Future with Project AM 4: Red Road & San Ignacio Avenue 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh1.4 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Traffic Vol, veh/h24408339298571 Future Vol, veh/h24408339298571 Conflicting Peds, #/hr23017170 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0---70- Veh in Median Storage, #0-0--0 Grade, %0-0--0 Peak Hour Factor949494949494 Heavy Vehicles, %222222 Mvmt Flow264388698104607 Major/MinorMinor1Major1Major2 Conflicting Flow All14665120010010 Stage 1952----- Stage 2514----- Critical Hdwy6.846.94--4.14- Critical Hdwy Stg 15.84----- Critical Hdwy Stg 25.84----- Follow-up Hdwy3.523.32--2.22- Pot Cap-1 Maneuver119507--687- Stage 1335----- Stage 2565----- Platoon blocked, %--- Mov Cap-1 Maneuver99497--676- Mov Cap-2 Maneuver200----- Stage 1279----- Stage 2564----- ApproachWBNBSB HCM Control Delay, s19.301.7 HCM LOSC Minor Lane/Major MvmtNBTNBRWBLn1SBLSBT Capacity (veh/h)--319676- HCM Lane V/C Ratio--0.2130.154- HCM Control Delay (s)--19.311.3- HCM Lane LOS--CB- HCM 95th %tile Q(veh)--0.80.5- HCM 6th TWSC16120 Future with Project PM 4: Red Road & San Ignacio Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh3.1 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Traffic Vol, veh/h121546315535778 Future Vol, veh/h121546315535778 Conflicting Peds, #/hr619039390 Sign Control StopStopFreeFreeFreeFree RT Channelized-None-None-None Storage Length0---70- Veh in Median Storage, #0-0--0 Grade, %0-0--0 Peak Hour Factor969696969696 Heavy Vehicles, %222222 Mvmt Flow126566575736810 Major/MinorMinor1Major1Major2 Conflicting Flow All1208415007530 Stage 1725----- Stage 2483----- Critical Hdwy6.846.94--4.14- Critical Hdwy Stg 15.84----- Critical Hdwy Stg 25.84----- Follow-up Hdwy3.523.32--2.22- Pot Cap-1 Maneuver176586--853- Stage 1440----- Stage 2586----- Platoon blocked, %--- Mov Cap-1 Maneuver161554--821- Mov Cap-2 Maneuver283----- Stage 1405----- Stage 2582----- ApproachWBNBSB HCM Control Delay, s28.100.4 HCM LOSD Minor Lane/Major MvmtNBTNBRWBLn1SBLSBT Capacity (veh/h)--333821- HCM Lane V/C Ratio--0.5470.044- HCM Control Delay (s)--28.19.6- HCM Lane LOS--DA- HCM 95th %tile Q(veh)--3.10.1- HCM 6th Signalized Intersection Summary16120 Future with Project AM 5: Sunset Drive & Red Road 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)1842745316829111259611139116356127 Future Volume (veh/h)1842745316829111259611139116356127 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)1.000.951.001.000.990.991.000.97 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln187018701870187018701870187018701870187018701870 Adj Flow Rate, veh/h18828054171297060623142118363130 Peak Hour Factor0.980.980.980.980.980.980.980.980.980.980.980.98 Percent Heavy Veh, %222222222222 Cap, veh/h2173176118239360510638913421063871 Arrive On Green0.060.210.210.060.210.000.030.570.570.061.001.00 Sat Flow, veh/h17811508291178118701585178118701567178118701533 Grp Volume(v), veh/h1880334171297060623142118363130 Grp Sat Flow(s),veh/h/ln178101798178118701585178118701567178118701533 Q Serve(g_s), s12.00.034.212.028.30.02.640.98.25.60.00.0 Cycle Q Clear(g_c), s12.00.034.212.028.30.02.640.98.25.60.00.0 Prop In Lane1.000.161.001.001.001.001.001.00 Lane Grp Cap(c), veh/h217037818239360510638913421063871 V/C Ratio(X)0.870.000.880.940.750.100.590.160.340.340.15 Avail Cap(c_a), veh/h217054918257160510638913421063871 HCM Platoon Ratio1.001.001.001.001.001.001.001.001.002.002.002.00 Upstream Filter(I)0.950.000.951.001.000.001.001.001.001.001.001.00 Uniform Delay (d), s/veh65.40.072.764.270.40.015.726.519.420.90.00.0 Incr Delay (d2), s/veh26.90.015.348.86.40.00.32.40.42.70.90.4 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln8.60.024.28.820.60.02.126.55.84.50.50.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh92.30.088.0113.076.90.016.028.919.823.60.90.4 LnGrp LOSFAFFEBCBCAA Approach Vol, veh/h522468A825611 Approach Delay, s/veh89.690.126.45.2 Approach LOSFFCA Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s12.0114.018.046.012.0114.018.046.0 Change Period (Y+Rc), s6.06.06.06.06.06.06.06.0 Max Green Setting (Gmax), s6.090.012.058.06.090.012.058.0 Max Q Clear Time (g_c+I1), s4.62.014.030.37.642.914.036.2 Green Ext Time (p_c), s0.00.80.03.50.01.50.03.7 Intersection Summary HCM 6th Ctrl Delay46.9 HCM 6th LOSD Notes Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay. Timings16120 Future with Project AM 5: Sunset Drive & Red Road 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)1842745316829111259611139116356127 Future Volume (vph)1842745316829111259611139116356127 Confl. Peds. (#/hr)14111114413134 Confl. Bikes (#/hr)113 Peak Hour Factor0.980.980.980.980.980.980.980.980.980.980.980.98 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn Typepm+ptNApm+ptNAPermpm+ptNAPermpm+ptNAPerm Protected Phases38741652 Permitted Phases8446622 Detector Phase38 744166522 Switch Phase Minimum Initial (s)5.010.05.010.010.05.07.07.05.07.07.0 Minimum Split (s)11.029.011.029.029.011.028.028.011.028.028.0 Total Split (s)18.064.018.064.064.012.096.096.012.096.096.0 Total Split (%)9.5%33.7%9.5%33.7%33.7%6.3%50.5%50.5%6.3%50.5%50.5% Yellow Time (s)4.04.04.04.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)6.06.06.06.06.06.06.06.06.06.06.0 Lead/LagLeadLagLeadLagLagLeadLagLagLeadLagLag Lead-Lag Optimize?YesYesYesYesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneMaxC-MaxC-MaxMaxC-MaxC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 78 (41%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 5: Sunset Drive & Red Road HCM 6th Signalized Intersection Summary16120 Future with Project PM 5: Sunset Drive & Red Road 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)13629769163186886338814162611243 Future Volume (veh/h)13629769163186886338814162611243 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)0.990.911.001.000.990.951.000.95 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln187018701870187018701870187018701870187018701870 Adj Flow Rate, veh/h1423097217019406640414765636253 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Percent Heavy Veh, %222222222222 Cap, veh/h34833979205457452937758452937756 Arrive On Green0.070.240.240.080.240.000.060.500.500.121.001.00 Sat Flow, veh/h17811435334178118701585178118701513178118701510 Grp Volume(v), veh/h142038117019406640414765636253 Grp Sat Flow(s),veh/h/ln178101769178118701585178118701513178118701510 Q Serve(g_s), s11.40.039.813.716.60.03.226.110.23.10.00.0 Cycle Q Clear(g_c), s11.40.039.813.716.60.03.226.110.23.10.00.0 Prop In Lane1.000.191.001.001.001.001.001.00 Lane Grp Cap(c), veh/h3480418205457452937758452937756 V/C Ratio(X)0.410.000.910.830.420.150.430.190.140.680.33 Avail Cap(c_a), veh/h3630494205522452937758452937756 HCM Platoon Ratio1.001.001.001.001.001.001.001.001.002.002.002.00 Upstream Filter(I)0.950.000.951.001.000.001.001.001.001.001.001.00 Uniform Delay (d), s/veh50.30.070.654.260.50.019.230.226.219.80.00.0 Incr Delay (d2), s/veh0.30.020.922.61.30.00.71.40.60.74.01.2 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln8.90.027.912.012.90.02.718.37.12.51.90.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh50.60.091.676.761.90.019.931.726.820.54.01.2 LnGrp LOSDAFEEBCCCAA Approach Vol, veh/h523364A617954 Approach Delay, s/veh80.568.829.24.4 Approach LOSFECA Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s17.0101.119.452.417.0101.121.050.9 Change Period (Y+Rc), s6.06.06.06.06.06.06.06.0 Max Green Setting (Gmax), s11.087.015.053.011.087.015.053.0 Max Q Clear Time (g_c+I1), s5.22.013.418.65.128.115.741.8 Green Ext Time (p_c), s0.01.70.02.30.00.90.03.0 Intersection Summary HCM 6th Ctrl Delay36.3 HCM 6th LOSD Notes Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay. Timings16120 Future with Project PM 5: Sunset Drive & Red Road 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)13629769163186886338814162611243 Future Volume (vph)13629769163186886338814162611243 Confl. Peds. (#/hr)3526263525161625 Confl. Bikes (#/hr)1214 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn Typepm+ptNApm+ptNAPermpm+ptNAPermpm+ptNAPerm Protected Phases38741652 Permitted Phases8446622 Detector Phase38 744166522 Switch Phase Minimum Initial (s)5.010.05.010.010.05.07.07.05.07.07.0 Minimum Split (s)11.029.011.029.029.011.028.028.011.028.028.0 Total Split (s)21.059.021.059.059.017.093.093.017.093.093.0 Total Split (%)11.1%31.1%11.1%31.1%31.1%8.9%48.9%48.9%8.9%48.9%48.9% Yellow Time (s)4.04.04.04.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.00.00.00.00.0 Total Lost Time (s)6.06.06.06.06.06.06.06.06.06.06.0 Lead/LagLeadLagLeadLagLagLeadLagLagLeadLagLag Lead-Lag Optimize?YesYesYesYesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneMaxC-MaxC-MaxMaxC-MaxC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 20 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 5: Sunset Drive & Red Road HCM 6th Signalized Intersection Summary16120 Future with Project AM 6: Sunset Drive & SW 58th Avenue 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)133431334035541375231321116 Future Volume (veh/h)133431334035541375231321116 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)1.000.971.000.970.940.910.960.90 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln187018701870187018701870187018701870187018701870 Adj Flow Rate, veh/h137444344136642385432331116 Peak Hour Factor0.970.970.970.970.970.970.970.970.970.970.970.97 Percent Heavy Veh, %222222222222 Cap, veh/h8151300100693124814390934720573107 Arrive On Green0.760.760.761.001.001.000.110.110.110.110.110.11 Sat Flow, veh/h973171113191316421883608184101256646939 Grp Volume(v), veh/h13704784104081240033027 Grp Sat Flow(s),veh/h/ln9730184291301830158800125601585 Q Serve(g_s), s3.70.08.00.50.00.04.50.00.00.00.01.5 Cycle Q Clear(g_c), s3.70.08.08.50.00.07.00.00.02.70.01.5 Prop In Lane1.000.071.000.100.310.261.000.59 Lane Grp Cap(c), veh/h8150140069301391230002050180 V/C Ratio(X)0.170.000.340.060.000.290.540.000.000.160.000.15 Avail Cap(c_a), veh/h815014006930139110930090901068 HCM Platoon Ratio1.001.001.002.002.002.001.001.001.001.001.001.00 Upstream Filter(I)1.000.001.000.860.000.861.000.000.001.000.001.00 Uniform Delay (d), s/veh3.20.03.70.50.00.040.30.00.038.50.038.0 Incr Delay (d2), s/veh0.40.00.70.10.00.51.50.00.00.30.00.3 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln1.20.04.50.00.00.35.10.00.01.30.01.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh3.60.04.40.60.00.541.80.00.038.80.038.3 LnGrp LOS AAAAAADAADAD Approach Vol, veh/h61544912460 Approach Delay, s/veh4.20.541.838.5 Approach LOSAADD Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s78.216.878.216.8 Change Period (Y+Rc), s6.06.06.06.0 Max Green Setting (Gmax), s19.064.019.064.0 Max Q Clear Time (g_c+I1), s10.59.010.04.7 Green Ext Time (p_c), s0.70.71.00.2 Intersection Summary HCM 6th Ctrl Delay8.2 HCM 6th LOSA Timings16120 Future with Project AM 6: Sunset Drive & SW 58th Avenue 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)133431334035541375231321116 Future Volume (vph)133431334035541375231321116 Confl. Peds. (#/hr)12551216101016 Confl. Bikes (#/hr)10212 Peak Hour Factor0.970.970.970.970.970.970.970.970.970.970.970.97 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypePermNAPermNAPermNAPermNA Protected Phases 6248 Permitted Phases 6248 Detector Phase66224488 Switch Phase Minimum Initial (s)19.019.019.019.07.07.07.07.0 Minimum Split (s)25.025.025.025.024.024.024.024.0 Total Split (s)25.025.025.025.070.070.070.070.0 Total Split (%)26.3%26.3%26.3%26.3%73.7%73.7%73.7%73.7% Yellow Time (s)4.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)6.06.06.06.06.06.06.0 Lead/Lag Lead-Lag Optimize? Recall ModeMaxMaxC-MaxC-MaxNoneNoneNoneNone Intersection Summary Cycle Length: 95 Actuated Cycle Length: 95 Offset: 52 (55%), Referenced to phase 2:WBTL, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 6: Sunset Drive & SW 58th Avenue HCM 6th Signalized Intersection Summary16120 Future with Project PM 6: Sunset Drive & SW 58th Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (veh/h)50393473835160432034642233 Future Volume (veh/h)50393473835160432034642233 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT)0.990.960.990.980.930.880.940.89 Parking Bus, Adj1.001.001.001.001.001.001.001.001.001.001.001.00 Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln187018701870187018701870187018701870187018701870 Adj Flow Rate, veh/h53414494036963452136672335 Peak Hour Factor0.950.950.950.950.950.950.950.950.950.950.950.95 Percent Heavy Veh, %222222222222 Cap, veh/h79212351466961174200106505521573111 Arrive On Green0.760.760.761.001.001.000.120.120.120.120.120.12 Sat Flow, veh/h947163319392215522654374254701267618940 Grp Volume(v), veh/h5304634004321020067058 Grp Sat Flow(s),veh/h/ln9470182792201817133300126701558 Q Serve(g_s), s1.40.07.90.50.00.03.90.00.00.00.03.2 Cycle Q Clear(g_c), s1.40.07.98.30.00.07.20.00.05.30.03.2 Prop In Lane1.000.111.000.150.440.351.000.60 Lane Grp Cap(c), veh/h7920138169601374211002150183 V/C Ratio(X)0.070.000.340.060.000.310.480.000.000.310.000.32 Avail Cap(c_a), veh/h7920138169601374929008660984 HCM Platoon Ratio1.001.001.002.002.002.001.001.001.001.001.001.00 Upstream Filter(I)1.000.001.000.940.000.941.000.000.001.000.001.00 Uniform Delay (d), s/veh3.00.03.80.50.00.040.10.00.039.30.038.4 Incr Delay (d2), s/veh0.00.00.10.10.00.61.30.00.00.60.00.7 Initial Q Delay(d3),s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(95%),veh/ln0.40.04.00.10.00.44.20.00.02.70.02.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh3.00.03.80.60.00.641.40.00.039.90.039.1 LnGrp LOS AAAAAADAADAD Approach Vol, veh/h516472102125 Approach Delay, s/veh3.80.641.439.6 Approach LOSAADD Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s77.817.277.817.2 Change Period (Y+Rc), s6.06.06.06.0 Max Green Setting (Gmax), s23.060.023.060.0 Max Q Clear Time (g_c+I1), s10.39.29.97.3 Green Ext Time (p_c), s0.90.61.00.5 Intersection Summary HCM 6th Ctrl Delay9.4 HCM 6th LOSA Timings16120 Future with Project PM 6: Sunset Drive & SW 58th Avenue 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Volume (vph)50393473835160432034642233 Future Volume (vph)50393473835160432034642233 Confl. Peds. (#/hr)253325722227 Confl. Bikes (#/hr)221 Peak Hour Factor0.950.950.950.950.950.950.950.950.950.950.950.95 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%) Turn TypePermNAPermNAPermNAPermNA Protected Phases 6248 Permitted Phases 6248 Detector Phase66224488 Switch Phase Minimum Initial (s)20.020.020.020.07.07.07.07.0 Minimum Split (s)26.026.026.026.024.024.024.024.0 Total Split (s)29.029.029.029.066.066.066.066.0 Total Split (%)30.5%30.5%30.5%30.5%69.5%69.5%69.5%69.5% Yellow Time (s)4.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.02.02.02.0 Lost Time Adjust (s)0.00.00.00.00.00.00.0 Total Lost Time (s)6.06.06.06.06.06.06.0 Lead/Lag Lead-Lag Optimize? Recall ModeNoneNoneC-MaxC-MaxNoneNoneNoneNone Intersection Summary Cycle Length: 95 Actuated Cycle Length: 95 Offset: 54 (57%), Referenced to phase 2:WBTL, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 6: Sunset Drive & SW 58th Avenue HCM Signalized Intersection Capacity Analysis16120 Future with Project AM 7: SW 58th Avenue & US-1 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 MovementNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)695752377055333315001943173 Future Volume (vph)695752377055333315001943173 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)7.07.07.07.07.07.07.07.07.0 Lane Util. Factor0.950.951.000.950.951.000.910.911.00 Frpb, ped/bikes1.001.001.001.000.941.001.001.001.00 Flpb, ped/bikes1.001.001.001.001.001.001.001.001.00 Frt1.001.000.851.000.961.001.001.000.85 Flt Protected0.950.991.000.950.960.951.001.001.00 Satd. Flow (prot)168117591583168115491770508550851583 Flt Permitted0.950.991.000.950.960.061.001.001.00 Satd. Flow (perm)16811759158316811549120508550851583 Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96 Adj. Flow (vph)725954393057343453002024180 RTOR Reduction (vph)0052093 00000019 Lane Group Flow (vph)646722281290343453002024161 Confl. Peds. (#/hr)68116821282821 Confl. Bikes (#/hr)425 Turn TypeSplitNAProtSplitNApm+ptNANApt+ov Protected Phases 444331622 3 Permitted Phases6 Actuated Green, G (s)8.08.08.019.019.0142.0142.0130.5156.5 Effective Green, g (s)8.08.08.019.019.0142.0142.0130.5156.5 Actuated g/C Ratio0.040.040.040.100.100.750.750.690.82 Clearance Time (s)7.07.07.07.07.07.07.07.0 Vehicle Extension (s)2.52.52.52.52.52.01.01.0 Lane Grp Cap (vph)707466168154128380034921303 v/s Ratio Prot0.04c0.040.00c0.140.080.01c0.680.400.10 v/s Ratio Perm0.19 v/c Ratio0.910.910.031.360.840.270.910.580.12 Uniform Delay, d190.790.687.385.584.011.918.915.53.3 Progression Factor0.980.971.001.001.001.001.000.940.28 Incremental Delay, d277.772.30.2194.430.70.43.60.70.0 Delay (s)166.5160.687.5279.9114.712.322.515.20.9 Level of Service FFFFFBCBA Approach Delay (s)141.3198.422.414.0 Approach LOSFFCB Intersection Summary HCM 2000 Control Delay35.4HCM 2000 Level of ServiceD HCM 2000 Volume to Capacity ratio1.00 Actuated Cycle Length (s) 190.0Sum of lost time (s)28.0 Intersection Capacity Utilization102.9%ICU Level of ServiceG Analysis Period (min)15 c Critical Lane Group Timings16120 Future with Project AM 7: SW 58th Avenue & US-1 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)695752377055333315001943173 Future Volume (vph)695752377055333315001943173 Confl. Peds. (#/hr)68116821282821 Confl. Bikes (#/hr)425 Peak Hour Factor0.960.960.960.960.960.960.960.960.960.960.960.96 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%)11%42% Turn TypeSplitNAProtSplitNApm+ptNANApt+ov Protected Phases 444331622 3 Permitted Phases6 Detector Phase 444331622 3 Switch Phase Minimum Initial (s)7.07.07.07.07.05.07.07.0 Minimum Split (s)15.015.015.026.026.018.041.041.0 Total Split (s)15.015.015.026.026.018.0149.0131.0 Total Split (%)7.9%7.9%7.9%13.7%13.7%9.5%78.4%68.9% Yellow Time (s)4.04.04.04.04.04.04.04.0 All-Red Time (s)3.03.03.03.03.03.03.03.0 Lost Time Adjust (s)0.00.00.00.00.00.00.00.0 Total Lost Time (s)7.07.07.07.07.07.07.07.0 Lead/LagLagLagLagLeadLeadLeadLag Lead-Lag Optimize?YesYesYesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneNoneNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 177 (93%), Referenced to phase 2:SWT, Start of Yellow Natural Cycle: 150 Control Type: Actuated-Coordinated Splits and Phases: 7: SW 58th Avenue & US-1 Queues16120 Future with Project AM 7: SW 58th Avenue & US-1 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTNELNETSWTSWR Lane Group Flow (vph)6467542282223434532024180 v/c Ratio0.910.910.331.360.900.250.910.570.13 Control Delay169.4164.26.2251.979.710.623.714.90.6 Queue Delay0.00.00.00.00.00.00.00.20.5 Total Delay169.4164.26.2251.979.710.623.715.11.1 Queue Length 50th (ft)87900~3911621011513133 Queue Length 95th (ft)#200#2126#592#3412111874006 Internal Link Dist (ft)128153484252 Turn Bay Length (ft)5060160100 Base Capacity (vph)7074165168247184380035301334 Starvation Cap Reductn 0000000589832 Spillback Cap Reductn 000000800 Storage Cap Reductn 000000000 Reduced v/c Ratio0.910.910.331.360.900.180.910.690.36 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis16120 Future with Project PM 7: SW 58th Avenue & US-1 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 MovementNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)1784927418011724238100257258 Future Volume (vph)1784927418011724238100257258 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Total Lost time (s)8.06.06.06.06.06.06.06.06.0 Lane Util. Factor0.950.951.000.950.951.000.910.911.00 Frpb, ped/bikes1.001.001.001.000.891.001.001.001.00 Flpb, ped/bikes1.001.001.001.001.001.001.001.001.00 Frt1.001.000.851.000.931.001.001.000.85 Flt Protected0.950.971.000.950.970.951.001.001.00 Satd. Flow (prot)168117201583168114241770508550851583 Flt Permitted0.950.971.000.950.970.031.001.001.00 Satd. Flow (perm)1681172015831681142456508550851583 Peak-hour factor, PHF0.920.920.920.920.920.920.920.920.920.920.920.92 Adj. Flow (vph)1935329454012726258800279663 RTOR Reduction (vph)0026078 00000011 Lane Group Flow (vph)1221243300203026258800279652 Confl. Peds. (#/hr)7676641416 Confl. Bikes (#/hr)228 Turn TypeSplitNAProtSplitNApm+ptNANApt+ov Protected Phases 444331622 3 Permitted Phases6 Actuated Green, G (s)17.017.017.018.018.0137.0137.0126.6150.6 Effective Green, g (s)15.017.017.018.018.0137.0137.0126.6150.6 Actuated g/C Ratio0.080.090.090.090.090.720.720.670.79 Clearance Time (s)6.06.06.06.06.06.06.06.0 Vehicle Extension (s)2.52.52.52.52.52.01.01.0 Lane Grp Cap (vph)13215314115913480366633881254 v/s Ratio Protc0.070.070.00c0.180.140.01c0.51c0.550.03 v/s Ratio Perm0.23 v/c Ratio0.920.810.021.891.520.330.710.830.04 Uniform Delay, d186.984.978.986.086.029.715.123.54.2 Progression Factor1.001.001.001.001.001.001.000.720.11 Incremental Delay, d255.326.10.0421.8266.60.90.52.10.0 Delay (s)142.2110.978.9507.8352.630.615.619.00.5 Level of ServiceFFEFFCBBA Approach Delay (s)121.4432.815.718.6 Approach LOSFFBB Intersection Summary HCM 2000 Control Delay59.9HCM 2000 Level of ServiceE HCM 2000 Volume to Capacity ratio0.96 Actuated Cycle Length (s) 190.0Sum of lost time (s)26.0 Intersection Capacity Utilization83.1%ICU Level of ServiceE Analysis Period (min)15 c Critical Lane Group Timings16120 Future with Project PM 7: SW 58th Avenue & US-1 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTSBRNELNETNERSWLSWTSWR Lane Configurations Traffic Volume (vph)1784927418011724238100257258 Future Volume (vph)1784927418011724238100257258 Confl. Peds. (#/hr)7676641416 Confl. Bikes (#/hr)228 Peak Hour Factor0.920.920.920.920.920.920.920.920.920.920.920.92 Growth Factor100%100%100%100%100%100%100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%2%2%2% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0%0% Shared Lane Traffic (%)37%34% Turn TypeSplitNAProtSplitNApm+ptNANApt+ov Protected Phases 444331622 3 Permitted Phases6 Detector Phase 444331622 3 Switch Phase Minimum Initial (s)7.07.07.07.07.05.07.07.0 Minimum Split (s)15.015.015.024.024.012.041.041.0 Total Split (s)24.024.024.024.024.012.0142.0130.0 Total Split (%)12.6%12.6%12.6%12.6%12.6%6.3%74.7%68.4% Yellow Time (s)4.04.04.04.04.04.04.04.0 All-Red Time (s)2.02.02.02.02.02.02.02.0 Lost Time Adjust (s)2.00.00.00.00.00.00.00.0 Total Lost Time (s)8.06.06.06.06.06.06.06.0 Lead/LagLagLagLagLeadLeadLeadLag Lead-Lag Optimize?YesYesYesYesYesYesYes Recall ModeNoneNoneNoneNoneNoneNoneNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 177 (93%), Referenced to phase 2:SWT, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Splits and Phases: 7: SW 58th Avenue & US-1 Queues16120 Future with Project PM 7: SW 58th Avenue & US-1 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Lane GroupNBLNBTNBRSBLSBTNELNETSWTSWR Lane Group Flow (vph)12212429300281262588279663 v/c Ratio0.920.810.131.891.330.300.710.820.05 Control Delay143.7118.81.3460.9215.116.116.519.00.2 Queue Delay0.00.00.00.90.70.00.00.00.0 Total Delay143.7118.81.3461.9215.716.116.519.10.2 Queue Length 50th (ft)1621630~598~369964411582 Queue Length 95th (ft)#302#2750#822#5882167911930 Internal Link Dist (ft)128153508252 Turn Bay Length (ft)5060160100 Base Capacity (vph)14116222715921294366534201275 Starvation Cap Reductn 0000000240 Spillback Cap Reductn 000890000 Storage Cap Reductn 000000000 Reduced v/c Ratio0.870.770.131.991.380.280.710.820.05 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis16120 Future with Project AM 8: US-1 & Sunset Place Driveway 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 MovementNWLNWRNETNERSWLSWT Lane Configurations Traffic Volume (vph)061339665762112 Future Volume (vph)061339665762112 Ideal Flow (vphpl)190019001900190019001900 Total Lost time (s)2.06.06.06.02.0 Lane Util. Factor1.000.911.001.000.91 Frpb, ped/bikes1.001.001.001.001.00 Flpb, ped/bikes1.001.001.001.001.00 Frt0.861.000.851.001.00 Flt Protected1.001.001.000.951.00 Satd. Flow (prot)16115085158317705085 Flt Permitted1.001.001.000.021.00 Satd. Flow (perm)161150851583425085 Peak-hour factor, PHF0.960.960.960.960.960.96 Adj. Flow (vph)064353868792200 RTOR Reduction (vph)000400 Lane Group Flow (vph)064353864792200 Confl. Peds. (#/hr)33 Confl. Bikes (#/hr)1 Turn TypePermNAProtpm+ptNA Protected Phases 6652 Permitted Phases22 Actuated Green, G (s)190.0169.2169.2188.0190.0 Effective Green, g (s)190.0169.2169.2188.0190.0 Actuated g/C Ratio1.000.890.890.991.00 Clearance Time (s)2.06.06.06.02.0 Vehicle Extension (s)3.08.08.02.53.0 Lane Grp Cap (vph)1611452814091215085 v/s Ratio Protc0.700.040.03c0.43 v/s Ratio Perm0.040.62 v/c Ratio0.040.780.050.650.43 Uniform Delay, d10.03.71.255.10.0 Progression Factor1.000.140.130.891.00 Incremental Delay, d20.00.50.07.00.2 Delay (s)0.01.00.256.00.2 Level of Service AAAEA Approach Delay (s)0.01.02.1 Approach LOSAAA Intersection Summary HCM 2000 Control Delay1.4HCM 2000 Level of ServiceA HCM 2000 Volume to Capacity ratio0.78 Actuated Cycle Length (s) 190.0Sum of lost time (s)12.0 Intersection Capacity Utilization78.1%ICU Level of ServiceD Analysis Period (min)15 c Critical Lane Group Timings16120 Future with Project AM 8: US-1 & Sunset Place Driveway 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Lane GroupNWLNWRNETNERSWLSWT Lane Configurations Traffic Volume (vph)061339665762112 Future Volume (vph)061339665762112 Confl. Peds. (#/hr)33 Confl. Bikes (#/hr)1 Peak Hour Factor0.960.960.960.960.960.96 Growth Factor100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2% Bus Blockages (#/hr)000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0% Shared Lane Traffic (%) Turn TypePermNAProtpm+ptNA Protected Phases 6652 Permitted Phases22 Detector Phase 26652 Switch Phase Minimum Initial (s)5.016.016.05.05.0 Minimum Split (s)190.024.024.024.0190.0 Total Split (s)190.0159.0159.031.0190.0 Total Split (%)100.0%83.7%83.7%16.3%100.0% Yellow Time (s)2.04.04.04.02.0 All-Red Time (s)0.02.02.02.00.0 Lost Time Adjust (s)0.00.00.00.00.0 Total Lost Time (s)2.06.06.06.02.0 Lead/LagLagLagLead Lead-Lag Optimize?YesYesYes Recall ModeC-MaxC-MaxC-MaxNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 14 (7%), Referenced to phase 2:SWTL and 6:NET, Start of Yellow Natural Cycle: 190 Control Type: Actuated-Coordinated Splits and Phases: 8: US-1 & Sunset Place Driveway Queues16120 Future with Project AM 8: US-1 & Sunset Place Driveway 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Lane GroupNWRNETNERSWLSWT Lane Group Flow (vph)64353868792200 v/c Ratio0.040.780.050.660.43 Control Delay0.01.10.156.40.2 Queue Delay0.02.30.00.00.1 Total Delay0.03.40.156.40.2 Queue Length 50th (ft)0461670 Queue Length 95th (ft)0m54m0m950 Internal Link Dist (ft)252450 Turn Bay Length (ft)150120 Base Capacity (vph)1611452714132675085 Starvation Cap Reductn0594000 Spillback Cap Reductn26082200909 Storage Cap Reductn 00000 Reduced v/c Ratio0.050.950.050.300.53 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis16120 Future with Project PM 8: US-1 & Sunset Place Driveway 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 MovementNWLNWRNETNERSWLSWT Lane Configurations Traffic Volume (vph)017623961591812570 Future Volume (vph)017623961591812570 Ideal Flow (vphpl)190019001900190019001900 Total Lost time (s)2.06.06.06.02.0 Lane Util. Factor1.000.911.001.000.91 Frpb, ped/bikes1.001.001.001.001.00 Flpb, ped/bikes1.001.001.001.001.00 Frt0.861.000.851.001.00 Flt Protected1.001.001.000.951.00 Satd. Flow (prot)16115085158317705085 Flt Permitted1.001.001.000.041.00 Satd. Flow (perm)161150851583725085 Peak-hour factor, PHF0.920.920.920.920.920.92 Adj. Flow (vph)019126041731972793 RTOR Reduction (vph)0002000 Lane Group Flow (vph)019126041531972793 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)2 Turn TypePermNAProtpm+ptNA Protected Phases 6652 Permitted Phases22 Actuated Green, G (s)190.0159.3159.3188.0190.0 Effective Green, g (s)190.0159.3159.3188.0190.0 Actuated g/C Ratio1.000.840.840.991.00 Clearance Time (s)2.06.06.06.02.0 Vehicle Extension (s)3.08.08.02.53.0 Lane Grp Cap (vph)1611426313272385085 v/s Ratio Prot0.510.10c0.080.55 v/s Ratio Perm0.12c0.73 v/c Ratio0.120.610.120.830.55 Uniform Delay, d10.05.12.758.50.0 Progression Factor1.000.700.531.181.00 Incremental Delay, d20.20.30.113.20.3 Delay (s)0.23.91.582.40.3 Level of ServiceAAAFA Approach Delay (s)0.23.75.7 Approach LOSAAA Intersection Summary HCM 2000 Control Delay4.6HCM 2000 Level of ServiceA HCM 2000 Volume to Capacity ratio0.86 Actuated Cycle Length (s) 190.0Sum of lost time (s)12.0 Intersection Capacity Utilization66.3%ICU Level of ServiceC Analysis Period (min)15 c Critical Lane Group Timings16120 Future with Project PM 8: US-1 & Sunset Place Driveway 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Lane GroupNWLNWRNETNERSWLSWT Lane Configurations Traffic Volume (vph)017623961591812570 Future Volume (vph)017623961591812570 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)2 Peak Hour Factor0.920.920.920.920.920.92 Growth Factor100%100%100%100%100%100% Heavy Vehicles (%)2%2%2%2%2%2% Bus Blockages (#/hr)000000 Parking (#/hr) Mid-Block Traffic (%)0%0%0% Shared Lane Traffic (%) Turn TypePermNAProtpm+ptNA Protected Phases 6652 Permitted Phases22 Detector Phase 26652 Switch Phase Minimum Initial (s)5.016.016.05.05.0 Minimum Split (s)24.024.024.024.024.0 Total Split (s)190.0159.0159.031.0190.0 Total Split (%)100.0%83.7%83.7%16.3%100.0% Yellow Time (s)2.04.04.04.02.0 All-Red Time (s)0.02.02.02.00.0 Lost Time Adjust (s)0.00.00.00.00.0 Total Lost Time (s)2.06.06.06.02.0 Lead/LagLagLagLead Lead-Lag Optimize?YesYesYes Recall ModeC-MaxC-MaxC-MaxNoneC-Max Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 166 (87%), Referenced to phase 2:SWTL and 6:NET, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 8: US-1 & Sunset Place Driveway Queues16120 Future with Project PM 8: US-1 & Sunset Place Driveway 06/01/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Lane GroupNWRNETNERSWLSWT Lane Group Flow (vph)19126041731972793 v/c Ratio0.120.610.130.830.55 Control Delay0.14.20.779.80.3 Queue Delay0.00.40.80.00.1 Total Delay0.24.61.579.80.3 Queue Length 50th (ft)027321730 Queue Length 95th (ft)0m264m12m2290 Internal Link Dist (ft)252450 Turn Bay Length (ft)150120 Base Capacity (vph)1611426213462935085 Starvation Cap Reductn091892300 Spillback Cap Reductn5216400546 Storage Cap Reductn 00000 Reduced v/c Ratio0.120.780.410.670.62 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC16120 Future with Project AM 9: SW 58th Avenue & SW 71st Street/Sunset Place Driveway 08/25/2017 Sunset Place 09/20/2016 16120 Future with Project AMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh4.7 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Vol, veh/h12216530928138730210 Future Vol, veh/h12216530928138730210 Conflicting Peds, #/hr00440015055015 Sign Control StopStopStopStopStopStopFreeFreeFreeFreeFreeFree RT Channelized--None--None--None--None Storage Length-----0------ Veh in Median Storage, #-0--0--0--0- Grade, %-0--0--0--0- Peak Hour Factor828282828282828282828282 Heavy Vehicles, %222222222222 Mvmt Flow1272065011210168890260 Major/MinorMinor2Minor1Major1Major2 Conflicting Flow All33032345292279218410026200 Stage 14141-238238------- Stage 2289282-5441------- Critical Hdwy7.126.526.227.126.526.224.12--4.12-- Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy3.5184.0183.3183.5184.0183.3182.218--2.218-- Pot Cap-1 Maneuver62359510256606298221568--1302-- Stage 1974861-765708------- Stage 2719678-958861------- Platoon blocked, %---- Mov Cap-1 Maneuver52657910076156128181546--1296-- Mov Cap-2 Maneuver526579-615612------- Stage 1953849-755699------- Stage 2615669-906849------- ApproachEBWBNBSB HCM Control Delay, s10.510.60.30 HCM LOSBB Minor Lane/Major MvmtNBLNBTNBREBLn1WBLn1WBLn2SBLSBTSBR Capacity (veh/h)1546--6996158181296-- HCM Lane V/C Ratio0.006--0.0680.1050.137--- HCM Control Delay (s)7.30-10.511.510.10-- HCM Lane LOSAA-BBBA-- HCM 95th %tile Q(veh)0--0.20.40.50-- HCM 6th TWSC16120 Future with Project PM 9: SW 58th Avenue & SW 71st Street/Sunset Place Driveway 05/31/2017 Sunset Place 10/04/2016 16120 Future with Project PMSynchro 10 Report SF Page 1 Intersection Int Delay, s/veh7.2 MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Traffic Vol, veh/h1030201096258121621300370 Future Vol, veh/h1030201096258121621300370 Conflicting Peds, #/hr9010100918033018 Sign Control StopStopStopStopStopStopFreeFreeFreeFreeFreeFree RT Channelized--None--None--None--None Storage Length-----0------ Veh in Median Storage, #-0--0--0--0- Grade, %-0--0--0--0- Peak Hour Factor929292929292929292929292 Heavy Vehicles, %222222222222 Mvmt Flow1133221187280131761410400 Major/MinorMinor2Minor1Major1Major2 Conflicting Flow All48340468354334259580032000 Stage 15858-276276------- Stage 2425346-7858------- Critical Hdwy7.126.526.227.126.526.224.12--4.12-- Critical Hdwy Stg 16.125.52-6.125.52------- Critical Hdwy Stg 26.125.52-6.125.52------- Follow-up Hdwy3.5184.0183.3183.5184.0183.3182.218--2.218-- Pot Cap-1 Maneuver4945369956015867801546--1240-- Stage 1954847-730682------- Stage 2607635-931847------- Platoon blocked, %---- Mov Cap-1 Maneuver3015199695485687711519--1236-- Mov Cap-2 Maneuver301519-548568------- Stage 1927833-720672------- Stage 2375626-866833------- ApproachEBWBNBSB HCM Control Delay, s12.612.70.30 HCM LOSBB Minor Lane/Major MvmtNBLNBTNBREBLn1WBLn1WBLn2SBLSBTSBR Capacity (veh/h)1519--5375497711236-- HCM Lane V/C Ratio0.009--0.1210.2280.364--- HCM Control Delay (s)7.40-12.613.512.30-- HCM Lane LOSAA-BBBA-- HCM 95th %tile Q(veh)0--0.40.91.70-- Appendix D Committed Development Information DAVID PLUMMER & ASSOCIATESDAVID PLUMMER & ASSOCIATES 5958 SHOPPING CENTER Traffic Study October 2015 5958 SHOPPING CENTER Traffic Study October 2015 5958 Shopping Center Traffic Study Page 14 Exhibit 8 Project Trip Generation Summary Proposed ITE Land Use Designation1 Size/Units PM Peak Hour Vehicle Trips In Out Total General Office (Land Use 710) 3,250 SF 1 4 5 = 1.49 1000 17% In 83% Out Specialty Retail (Land Use 826) 7,342 SF 9 11 20 = 2.71 1000 44% In 56% Out High Turnover Restaurant (Land Use 932) 1,924 SF 11 8 19 = 18.49 1000 54% In 46% Out Subtotal Gross Trips 21 23 44 Internalization2 PM 33.3% -7 -7 -14 Pass –By Trips2 (Restaurant Only) 43% -5 -3 -8 Pedestrian / Transit 5% -1 -1 -2 Net External Trips (Proposed) 8 12 20 1 Based on ITE Trip Generation Manual, Ninth Edition 2 Based on ITE Trip Generation Manual User’s Guide and Handbook, Ninth Edition, Summary of Multi-Use Trip Generation Average Weekday Driveway Volumes (Unadjusted for Internal Trips) Project: 5958 Retail Center Open Date: Phase: Proposed Analysis Date: Description: _____________________________________________________________________________________ 24 Hour AM Pk Hour PM Pk Hour Two-Way ITE:Land Use Volume Enter Exit Enter Exit ___________________________________________________________________________________ 932: High Turnover (Sit-Down) Restaurant 245 11 10 11 8 1.924 Th.Sq.Ft. GFA [R] 826: Specialty Retail Center 325 0 0 9 11 7.342 Th.Sq.Ft. GFA [R] 710: General Office Building 36 4 1 1 4 3.25 Th.Sq.Ft. GFA [R] _______________________________________________________________________________ Total Driveway Volume 606 15 11 21 23 Total Peak Hour Pass-By Trips 0 0 5 3 Total Peak Hour Vol. Added to Adjacent Streets 15 11 16 20 _____________________________________________________________________________________ Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation Manual, 9th Edition, 2012 TRIP GENERATION 2013, TRAFFICWARE, LLC Out In Out In Out 1 0 0 11 10 26 000-1-1 -2-5.0%Transit & Ped 1 0 0 10 9 24 28%32% 0 0 0 4%29% 0 0 0 63%23% 1 1 2 14%31% 1 1 3 13%50% UNBALANCED INTERNALIZATION 4 In General Office 4 Specialty Retail Land Use 826 7,342 Sq Ft ITE Trips Land Use 710 3,250 Sq Ft High Turnover Restaurant AM Peak Hour Trip Generation and Internalization 5958 Mixed-Use Center Vehicle Trips 0 Land Use 932 1,924 Sq Ft 13%50% 0 0 5 8%14% 0 0 1 Out In Out In Out 1 0 0 10 9 24 0 0 0 0 -1 -1 -1 -1 0 0 0 0 -1 00 -1-1 -4Internal 0 00 98 20External Trips 40.0%0.0%0.0%16.7%% Internal -3-3 -25%Pass by Restaurant 0 00 65 14 Specialty Retail 3 In BALANCED INTERNALIZATION 4 High Turnover Restaurant Net New External Trips3 -1 Vehicle Trips General Office Out In Out In Out 4 9 11 11 8 44 00-1 -10 -2-5.0%Transit & Ped 4 9 10 10 8 42 20%8% 1 1 1 31%2% 0 0 0 4%2% 0 0 0 30%3% 0 0 0 29%29% High Turnover Restaurant UNBALANCED INTERNALIZATION 1 Vehicle Trips 0 1,924 Sq Ft3,250 Sq Ft 7,342 Sq Ft Land Use 710 Land Use 826 In 1 ITE Trips PM Peak Hour Trip Generation and Internalization 5958 Mixed-Use Center General Office Specialty Retail Land Use 932 29%29% 3 3 3 50%41% 5 3 3 Out In Out In Out 4 9 10 10 8 42 -1 -1 0 0 0 0 0 0 -3 -3 -3 -3 -1 -4-3 -3-3 -14Internal 3 57 75 28External Trips 20.0%0.0%0.0%33.3%% Internal -5-3 -43%Pass by Restaurant 3 57 22 20 High Turnover Restaurant 1 1 Net New External Trips BALANCED INTERNALIZATION 0 In 1 Vehicle Trips General Office Specialty Retail Exhibit 10 Project Trip Distribution p.16 SW 6 2 N D A V E N U E SW 6 2 N D A V E N U E SW 72ND STREET SW 73RD STREET SW 74TH STREET SUNSET DRIVESW 72ND STREET SW 5 9 T H C O U R T US 1 US 1 Project Location InboundOutbound 30% 30% 30% 4% 36% 6% 9% 46 % 4 0 % 44% 5% 5 % 11% 36% 35% 35% 4% 4% 5% 5% 3%2% 2%3% 3% 2% 3% 3% 6%11% 6% 5%9% 47 % 9% 6% 30% 11% 5% 35% 4% 46% 14% 7% 39% DAVID PLUMMER & ASSOCIATES | Project No. 14188 | October 2015 Final Report UHealth Gables Keith and Schnars, P.A. Traffic and Parking Impact Study Project No. 15121.11 University of Miami, Coral Gables, FL 7-1 January 2014, Revised September 2014 7.0 UHG TRIP GENERATION The UHG will include various medical related uses and activities. The UHG will devote a substantial amount of low intensity space for imaging, more intense space for urgent care and clinic services, and additional medical services that fall more into the general medical office use such as sports clinics, rehabilitation, student health, a prescription center, and other varied medical services. The prescription center housed in the UHG will be for internal use. This combination of uses provides a diversity of trip generation sources. UHG’s area allocation of the floor space for each use (in square feet) is shown in detail in Table 2-1. The AM and PM peak hour trip estimates for the proposed UHG were determined based on the trip rates and/or formulas provided in the Institute of Transportation Engineers’ (ITE) Trip Generation, 9th Edition. For trip generation estimation purposes, the UHG uses presented in Table 2-1 were consolidated into similar trip generating groups. The Medical Office uses were consolidated with the Surgery/Imaging use; whereas, the Clinic use was maintained as a separate use. Furthermore, the Lobby space was proportionately distributed between the Medical Office/Surgery-Imaging and Clinic uses. Table 7-1 summarizes the final UHG use/space allocation for trip generation. Table 7-1 UHG Use Allocation for Trip Generation The following ITE land use categories were used to determine trip generation in this analysis: • #720 Medical-Dental Office Building (including Surgery/Imaging and pharmacy); and • #630 Clinic (including urgent care). UHG USE Gross Floor Area (square feet) Total Net Area UHG (square feet) Percent (%) Gross Floor Area Percent (%) Gross Floor Area w/o Mechanical Proportionate Lobby Area (square feet) Total Floor Area per UHG Use (square feet) Office + Imagery 99,27154.3%58.5%15,310 114,581 Clinic64,82735.5%38.2%9,998 74,825 Student Health (1)5,666 3.1%3.3%874 6,540 Mechanical Area (2)12,927 7.1%12,927 Total Use Gross Area 182,691 100.0%100.0% Gross Area minus Mechanical169,764 Total Lobby Space 26,181 208,872 208,872 Notes: Total Net (Gross Area plus Lobby Space) (3) (1) The existing on-campus Daystar Clinic Health Center currently located at Pavia Street will be relocated to the new UHG facility. (2) The rooftop mechanical room will be covered. No other uses proposed for this level. (3) Total GFA based on latest available Floor Level Distribution information provided by P+W, April 2014. Final Report UHealth Gables Keith and Schnars, P.A. Traffic and Parking Impact Study Project No. 15121.11 University of Miami, Coral Gables, FL 7-2 January 2014, Revised September 2014 All UM commuters currently assigned the Ponce de Leon Garage will be reassigned to other parking facilities. As such, the UHG area allocated to the Student Health Service Clinic is deducted from the overall gross area and no trips are assigned for this use. The UHG building’s roof level will have about 12,927 square feet of utility/mechanical space. This use does not generate trips and as such is also deducted from the overall UHG gross floor area. The City of Coral Gables has indicated that this space may be exempted from the parking requirements as well (see Appendix B). Tables 7-2 and 7-3 present, respectively, the AM and PM trip generation calculations based on the UHG facility uses in Table 7-1. There are no AM peak hour rates or formula for the Clinic (ITE #630) land use in the ITE's Trip Generation, 8th Edition. As such, the AM peak hour estimate was made assuming an equivalent proportional split between the AM and PM peak hour trips for the Medical Office/Surgery-Imaging use (45 percent). The following is a summary of the estimated AM and PM peak hour volumes for the UHG: UHG AM Peak Hour Trips: Total 567 Inbound 447 Outbound 120 UHG PM Peak Hour Trips: Total 681 Inbound 187 Outbound 494 [Remainder of this page intentionally blank] Final Report UHealth Gables Keith and Schnars, P.A. Traffic and Parking Impact Study Project No. 15121.11 University of Miami, Coral Gables, FL 7-3 January 2014, Revised September 2014 Table 7-2 UHG AM Peak Hour Trip Generation Table 7-3 UHG PM Peak Hour Trip Generation Land Use Area (Square Feet) (1) ITE Code Formula or Rate Total Trips INOUT Medical Offices /Surgery/Imaging 114,580720T = 2.39 (X)27421658 Clinic74,825630T = 5.18 (X) (.80) (2)32325568 Mechanical Room12,927N/A No new trips associated with use.(3)000 Student Health6,540N/A No new trips associated with use.(4)000 Subtotal UHC208,872597471126 30246 567447120 Notes: (2) Clinic AM Peak Hour trip rate/formula not available in ITE. Used AM/PM ratio (0.80) & in/out split for Medical Office. Minus Transit Use -All Populations (5) @ Total UHC AM Peak Hour Trips (1) Area includes proportionate distribution of Lobby Space as shown in Table 7-1. 5.0% (3) No trips associated with mechanic room/roof level. No office or medical facilities on this level. (4) Exisitng UM Campus student health facility to be relocarted to UHG. No new trips associated with this use. (5) Used 5% transit share as per ITE information (Table B.3 Transportation Impact Factors, Development Around Transit Centers and Light Rail Stations, Trip Generation Handbook, An ITE Proposed Recommended Practice, October 1998): Site on major transit corridor, METRORAIL. Land Use Area (Square Feet) (1) ITE Code Formula or Rate Total Trips INOUT Medical Offices /Surgery/Imaging 114,580720Ln(T) = 0.90 Ln(X) + 1.5332992237 Clinic74,825630T = 5.18 (X)388105283 Mechanical Room12,927N/A No new trips associated with use.(2)000 Student Health6,540N/A No new trips associated with use.(3)000 Subtotal UHC208,872717197520 5.0%361026 Total UHC AM Peak Hour Trips681187494 Notes: (3) Exisitng UM Campus student health facility to be relocarted to UHG. No new trips associated with this use. (4) Used 5% transit share as per ITE information (Table B.3 Transportation Impact Factors, Development Around Transit Centers and Light Rail Stations, Trip Generation Handbook, An ITE Proposed Recommended Practice, October 1998): Site on major transit corridor, METRORAIL. Minus Transit Use -All Populations (4) (1) Area includes proportionate distribution of Lobby Space as shown in Table 7-1. (2) No trips associated with mechanic room/roof level. No office or medical facilities on this level. Final Report UHealth Gables Keith and Schnars, P.A. Traffic and Parking Impact Study Project No. 15121.11 University of Miami, Coral Gables 8-3 January 2014, Revised, September2014 Final Report UHealth Gables Keith and Schnars, P.A. Traffic and Parking Impact Study Project No. 15121.11 University of Miami, Coral Gables 8-4 January 2014, Revised, September2014 TRAFFIC STUDY David Plummer & Associates April 2015 Paseo de la Riviera Traffic Study Page 19 Exhibit 10 Project Trip Generation Summary Proposed ITE Land Use Designation1 Size/Units AM Peak Hour Vehicle Trips PM Peak Hour Vehicle Trips In Out Total In Out Total Apartments (Land Use 223) 236 DU 21 50 71 54 38 92 ܴܽݐ݁ൌ 0.30ݐݎ݅݌ݏ ܦܷ ܴܽݐ݁ൌ 0.39ݐݎ݅݌ݏ ܦܷ 31% In 69% Out 58% In 42% Out Hotel (Land Use310) 252 Rooms 78 56 134 78 73 151 ܴܽݐ݁ൌ 0.53ݐݎ݅݌ݏ ܴ݋݋݉ݏ ܴܽݐ݁ൌ 0.60ݐݎ݅݌ݏ ܴ݋݋݉ݏ 59%In 41%Out 51% In 49% Out Restaurant (Land Use 931) 4,380 SF 0 0 0 22 11 33 - ܴܽݐ݁ൌ 7.48ݐݎ݅݌ݏ 1000ܵܨܩܨܣ - In - Out 67% In 33% Out Specialty Retail (Land Use 826) 14,094 SF 0 0 0 17 21 38 - ܴܽݐ݁ൌ 2.71ݐݎ݅݌ݏ 1000ܵܨܩܮܣ - In - Out 44% In 56%Out Subtotal Gross Trips 99 106 205 171 143 314 Transit Trips 10% -10 -11 -21 -17 -14 -31 Pedestrian Trips (Apartment only) 10% -2 -5 -7 -5 -4 -9 Internal Capture2 0% (AM) 12.4% (PM)0 0 0 -16 -18 -34 Pass-by Trip2 (Restaurant only) 44% 0 0 0 -10 -5 -15 Net External Trips (Proposed) 87 90 177 123 102 225 1 Based on ITE Trip Generation Manual, Ninth Edition, 2 Based on ITE Trip Generation Manual User’s Guide and Handbook, Ninth Edition Paseo de la Riviera Traffic Study Page 20 Exhibit 10 - continued Existing ITE Land Use Designation1 Size/Units AM Peak Hour Vehicle Trips PM Peak Hour Vehicle Trips In Out Total In Out Total Hotel (Land Use 310) 155 Rooms 48 34 82 48 45 93 Transit/Pedestrian Trips 10% -5 -3 -8 -5 -4 -9 Net External Trips (Existing) 43 31 74 43 41 84 Proposed Uses 87 90 177 123 102 225 Existing Uses -43 -31 -74 -43 -41 -84 Net New External Trips 44 59 103 80 61 141 February 2016 South MiamiOffice Building Traffic Study South Miami Office Building Traffic Study Page 17 Exhibit 8: Project Trip Generation Summary Proposed ITE Land Use Designation1 Size/Units AM Peak Hour Vehicle Trips Midday Peak Hour Vehicle Trips PM Peak Hour Vehicle Trips In Out Total In Out Total In Out Total Medical Office (Land Use 720) 39,314 SF 74 20 94 56 63 119 39 101 140 = 2.39 1000 - = 3.57 1000 79% In 21% Out - - 28% In 72% Out Specialty Retail (Land Use 826) 11,224 SF 0 0 0 25 19 44 13 17 30 - - = 2.71 1000 - - - - 44% In 56% Out Subtotal Gross Trips 74 20 94 81 82 163 52 118 170 Internalization2 AM 0.0% Midday 0.0% PM 1.2% -0 -0 -0 -0 -0 -0 -1 -1 -2 Pedestrian / Transit 5% -4 -1 -5 -4 -4 -8 -3 -6 -9 Net External Trips (Proposed) 70 19 89 77 78 155 48 111 159 1 Based on ITE Trip Generation Manual, 9th Edition Source: David Plummer & Associates 2 Based on ITE Trip Generation Manual User’s Guide and Handbook, Ninth Edition, Exhibit 10 Project Trip Distribution p.19 Project Location Inbound Outbound DAVID PLUMMER & ASSOCIATES | Project No. 15190 | February 2016 10 % 12% 40 % 12 % 10 0 % 5% 22% 10% 30% 20% 8% 10% 15% 10% 55% 28 % SW 6 2 n d A v e n u e SW 6 3 r d A v e n u e SW 6 2 n d A v e n u e SW 70th Street SW 5 9 t h P l a c e SW 6 2 n d P l a c e US 1 US 1 SW 6 3 r d A v e n u e 67% 5% 5% 8% 5%7% 15 % 5% 8% 5% 15% 12 % 12 % 20% 30 % 40 % 30 % 100% 20 % 12 % 8% SW 72nd Street 15% 15% 15 % 15%12 % 12 % 12% 10% Project Driveway THE PROJECT The Florida Department of Transportation (FDOT) initiated a corridor study along US 1 from SW 152 Street/Coral Reef Drive to I-95, in Miami- Dade County. The corridor study will analyze existing conditions to identify recurring congestion locations and evaluate multimodal transportation improvement needs based on future travel demand. A number of studies, including the Underline Study and the Miami-Dade Metropolitan Planning Organization’s South Link Study, have been conducted on the corridor with the aim to meet the needs of local neighborhoods, business centers, and transportation options. The US 1 Corridor Study aims to unify these efforts, taking into consideration prior recommendations and current conditions to present recommended improvements that address the needs of all users. As a final product, the study will identify conceptual improvements for congested locations along the US 1 corridor. THE US 1 CORRIDOR US 1 is an important north-south corridor in Miami- Dade County, linking residential communities to Miami’s urban core. The study corridor includes the City of Miami, Village of Pinecrest, City of South Miami, and the City of Coral Gables. South of the study limits, it serves the residents of Cutler Bay, providing a connection to employment centers within Miami’s Central Business District as well as to I-95, Palmetto Bay, Homestead, Florida City, and unincorporated areas of Miami-Dade County. FACT SHEET STATE ROAD (SR) 5/US 1/DIXIE HIGHWAY FROM SOUTH SR 992/SW 152 STREET/CORAL REEF DRIVE TO SR 9/I-95 MIAMI-DADE COUNTY, FLORIDA FINANCIAL PROJECT ID: 434845-1-22-01 A Corridor Study… is a conceptual, planning level study, which focuses on a particular road (or roads) and helps FDOT determine where there is a transportation need. When conducting a corridor study, it is very important to have the involvement of the public, other agencies, practitioners, and local stakeholders. www.fdotmiamidade.com/us1south STUDY TEAM CONTACTS For additional information, please contact: Lisa Colmenares, Planning Manager FDOT, District 6 1000 NW 111th Avenue, Miami, FL 33172 305-470-5386 | lisa.colmenares@dot.state.fl.us www.fdotmiamidade.com Jessica Josselyn, Project Manager Kittelson & Associates, Inc. 954-828-1730 | jjosselyn@kittelson.com PROJECT SCHEDULE WE WANT YOUR INPUT! One major goal of this study is to ensure that it reflects the values and needs of the communities along the study corridor. We want to involve the public and the community stakeholders early and continuously throughout the study. Contact Lisa Colmenares or Jessica Josselyn to provide comments, ask questions, and make suggestions about the study. NON-DISCRIMINATION Public participation is solicited without regard to race, color, national origin, age, sex, religion, disability or family status. Persons who require special accommodations under the Americans with Disabilities Act (ADA) or persons who require translation services (free of charge) should contact Jeannine Gaslonde at (305) 470-5349 or Jeannine.Gaslonde@dot.state. fl.us. If hearing impaired, telephone 1 (800) 273-7545 (TDD). 2016 2017 2018 MA Y ‘ 1 7 - D E C ‘ 1 7 JU N ‘ 1 6 - D E C ‘ 1 6 MA Y ‘ 1 6 - A P R ‘ 1 7 OC T ‘ 1 7 - F E B ‘ 1 8 STAKEHOLDER OUTREACH What are US 1’s issues, opportunities, and community goals? What problems are we trying to solve through investment in transit? EXISTING CONDITIONS What do we already know? What corridor features influence project outcomes? ALTERNATIVES DEVELOPMENT What are the alternatives and how do we pay for them? Which alternatives best meet the short- term or long-term goals? FINAL RECOMMENDATIONS Which alternatives make sense to move forward, and what strategies do we use to advance the alternative that we prefer? Appendix E Project Trip Generation Trip Generation Summary Open Date: Analysis Date: 9/30/2016 9/30/2016Project:16120 Sunset Place Alternative: Proposed Phase: ITELand Use EnterExitEnterExitTotalTotal** Weekday AM Peak Hour of Adjacent Street Traffic Weekday PM Peak Hour of Adjacent Street Traffic 220 APT 2 414Dwelling Units 41166 207 15986245 230CONDO 3 40Dwelling Units 42125 19928 310HOTEL 2 182Rooms 5739 96 5653109 445THEATERMULTI 3 4000Seats 115205320 710OFFICEGENERAL 2 32.84Gross Floor Area 1000 SF 709 79 2095115 820CENTERSHOPPING 2 346.8 9 Gross Leasable Area 1000 SF 206127 333 6627171379 Unadjusted Volume 378362740103111652196 Internal Capture Trips181836238238476 000197197394 3603447045967301326 Pass-By Trips Volume Added to Adjacent Streets Total Weekday AM Peak Hour of Adjacent Street Traffic Internal Capture = 5 Percent Total Weekday PM Peak Hour of Adjacent Street Traffic Internal Capture = 22 Percent TRIP GENERATION 2014, TRAFFICWARE, LLC P. 1 Source: Institute of Transportation Engineers, Trip Generation Manual 9th Edition, 2012 - Custom rate used for selected time period.* InOutInOutInOutInOutInOutInOut 20612700421411665739709 740 0%0% 0 0 0 0%0% 0 0 0 14%2% 18 0 0 17%1% 35 0 0 14%2% 18 1 1 17%1% 35 2 2 0%0% 0 0 0 4%14% 8 5 5 29%4% 37 3 3 32%28% 66 3 3 0%0% 0 0 0 0%0% 0 0 0 0%0% 0 0 0 0%2% 0 0 3 0%0% 0 0 0 0%0% 0 0 0 0%0% 0 0 0 0%0% 0 0 0 0%0% 0 0 0 0%0% 0 0 0 0%0% 0 0 0 0%0% 0 0 0 2%3% 0 0 2 0%1%0 0 0 0%0% 0 0 0 0%0% 0 0 0 3%12% 5 5 8 0%2% 0 0 0 InOutInOutInOutInOutInOutInOut 20612700421411665739709 740 00 00 00 0 0 -1 -1 -2 -2 0 0 -5 -5 -3 -3 -3 -3 00 00 00 0 0 0 0 0 0 0 0 0 0 00 00 00 0 0 0 0 0 0 00 00 -5-5 0 0 -10-40000-1-70-5-8-3-38Internal 19612300421401595734626702External Trips 4.2%#DIV/0!0.0%3.9%5.2%13.9%5.1%% Internal -13-13 -268%Passby 18311000421401595734626 676 -27-1500-1-3-6-23-8-5-9-1-97-14.5%Transit/Pedestrian 1569500318341364929535579 Office Land Use 710 32,840 SF Net New External Trips BALANCED INTERNALIZATION ITE Trips 346,887 sq Ft4000 Seats40 Dwelling Units414 Dwelling Units182 Dwelling Units Land Use 820 UNBALANCED INTERNALIZATION Shopping CenterTheater MovieplexResidentail Condo ApartmentsHotel Vehicle Trips Land Use 445Land Use 230Land Use 220Land Use 310 AM Peak Hour Trip Generation and Internalization Sunset Place Proposed Shopping CenterTheater MovieplexResidentail Condo ApartmentsHotel InOutInOutInOutInOutInOutInOut 6627171152051991598656532095 2,196 4%26% 29 29 30 6%21%1.49 20.91531.16335 40 40 43 1.49 60.83190.63819 26%46% 186 9 9 10%42% 66 4 4 26%46% 186 73 73 10%42% 66 36 36 5%17% 36 10 10 2%16% 13 8 8 2%20% 14 4 4 8%31% 53 29 29 8%4% 16 1 1 0%0% 0 0 0 8%4% 16 6 6 0%0% 0 0 0 2%1% 4 1 1 0%0% 0 0 0 2%6% 4 1 1 1%20% 1 1 19 0%0% 0 0 0 0%0% 0 0 0 3%12% 0 0 7 0%2% 0 0 1 4%57% 0 0 11 4%2%1 1 2 3%12% 3 3 7 0%2% 0 0 1 4%57% 3 3 11 4%2% 6 2 2 InOutInOutInOutInOutInOutInOut 6627171152051991598656532095 2,196 -29-29 -40-40 -9-9 -4 -4 -73 -73 -36 -36 -10 -10 -8 -8 -4 -4 -29 -29 -1-1 00 -6-6 0 0 -1 -1 0 0 -1 -1 -1 -1 00 00 00 0 0 0 0 -1 -1 -3-3 00 -3-3 -2 -2 -117-125-30-49-11-4-81-42-14-8-8-33-522Internal 54559285156857844424512621,674External Trips 17.5%24.7%53.6%50.2%20.2%35.7%23.8%% Internal -194-194 -38834%Passby 3513988515685784442451262 1,286 -50.90-57.00-12.33-22.62-1.16-0.73-11.31-6.38-6.09-6.53-1.74-8.99-186-14.5%Transit/Pedestrian 30034173133746738363810531,100 Hotel Land Use 310 182 Dwelling Units Hotel BALANCED INTERNALIZATION 346,887 sq Ft4000 Seats40 Dwelling Units414 Dwelling Units32,840 SF Land Use 820Land Use 445Land Use 230Land Use 220 Net New External Trips UNBALANCED INTERNALIZATION Shopping CenterTheater MovieplexResidentail Condo ApartmentsOffice Vehicle Trips ITE Trips Land Use 710 PM Peak Hour Trip Generation and Internalization Sunset Place Proposed Shopping CenterTheater MovieplexResidentail Condo ApartmentsOffice Trip Generation Summary Open Date: Analysis Date: 9/30/2016 9/30/2016Project:16120 Sunset Place Alternative: Existing Phase: ITELand Use EnterExitEnterExitTotalTotal** Weekday AM Peak Hour of Adjacent Street Traffic Weekday PM Peak Hour of Adjacent Street Traffic 230CONDO 2 40Dwelling Units 42125 19928 445THEATERMULTI 2 4000Seats 115205320 710OFFICEGENERAL 1 15Gross Floor Area 1000 SF 203 23 41822 820CENTERSHOPPING 1 430.9 2 Gross Leasable Area 1000 SF 236144 380 7658291594 Unadjusted Volume 26016842890310611964 Internal Capture Trips2248080160 000258258516 2581664245657231288 Pass-By Trips Volume Added to Adjacent Streets Total Weekday AM Peak Hour of Adjacent Street Traffic Internal Capture = 1 Percent Total Weekday PM Peak Hour of Adjacent Street Traffic Internal Capture = 8 Percent TRIP GENERATION 2014, TRAFFICWARE, LLC P. 1 Source: Institute of Transportation Engineers, Trip Generation Manual 9th Edition, 2012 - Custom rate used for selected time period.* InOutInOutInOutInOut 23614420300421 428 In Out 260 168 29%4% 42 1 1 32%28% 76 1 1 0%0% 0 0 0 0%0% 0 0 0 14%2% 20 0 0 17%1% 40 0 0 0%0% 0 0 0 0%0% 0 0 0 1%0% 0 0 0 3%2% 1 0 0 0%0% 0 0 0 0%0% 0 0 0 InOutInOutInOutInOut 23614420300421 428 -1-1 -1-1 00 0 0 0 0 0 0 00 00 00 0 0 00 00 -1-1-1-10000-4Internal 23514319200421424External Trips 0.5%8.7%#DIV/0!0.0%0.9%% Internal -16-16 -328%Passby 21912719200421 392 -32-18-3000-1-3-56-14.5%Transit/Pedestrian 18710916200318336 AM Peak Hour Trip Generation and Internalization Sunset Place Existing Shopping CenterOffice GeneralTheater MovieplexResidentail Condo 430,918 Sq Ft15,000 Sq Ft4000 Seats40 Dwelling Units Land Use 820Land Use 710Land Use 445Land Use 230 ITE Trips UNBALANCED INTERNALIZATION Shopping CenterOffice GeneralTheater MovieplexResidentail Condo Vehicle Trips BALANCED INTERNALIZATION Net New External Trips InOutInOutInOutInOut 765829418115205199 1,964 In Out 903 1,061 2%31% 17 1 1 8%20% 61 4 4 4%26% 33 30 30 4%21% 31 31 43 26%46% 216 9 9 10%42% 77 4 4 0%1% 0 0 1 6%2% 0 0 4 2%4% 0 0 1 57%4% 2 0 0 8%4% 16 1 1 0%0% 0 0 0 InOutInOutInOutInOut 765829418115205199 1,964 -1-1 -4-4 -30-30 -31 -31 -9 -9 -4 -4 00 00 00 0 0 -1-1 00 -39-40-1-4-30-32-10-4-160Internal 72678931485173951,804External Trips 5.0%22.7%19.4%50.0%8.1%% Internal -258-258 -51634%Passby 4685313148517395 1,288 -68-760-2-12-25-1-1-186-14.5%Transit/Pedestrian 40045531273148841,102 PM Peak Hour Trip Generation and Internalization Sunset Place Existing Shopping CenterOffice GeneralTheater MovieplexResidentail Condo 430,918 Sq Ft15,000 Sq Ft4000 Seats40 Dwelling Units Land Use 820Land Use 710Land Use 445Land Use 230 ITE Trips UNBALANCED INTERNALIZATION Shopping CenterOffice GeneralTheater MovieplexResidentail Condo Vehicle Trips BALANCED INTERNALIZATION Net New External Trips Appendix F Transit Documentation Ro u t e 3 7 Co r a l G a b l e s Hi a l e a h Co c o n u t Gr o v e Su n s e t D r (S W 7 2 S t ) LeJeune Rd Ed g e w a t e r D r I n g r a h a m NW 2 1 S t NW 2 5 S t Pe a c o c k M e t r o r a i l Co c o p l u m P l a z a C i r c l e Le Jeune Rd NW 3 6 S t Hi a l e a h D r BR I D G E E 4 Ave 2 Ave E 2 1 S t E 1 Ave Palm Ave W 6 5 S t W 7 4 P l W 4 Ave W 2 Ct W 3 Ct W 2 Ct Me t r o r a i l Me t r o r a i l Hi a l e a h M e t r o r a i l St a ti o n East Dr E 3 S t Su n s e t D r ( 7 2 S t ) SW 62 Ave SW 59 Pl 7 0 S t U S 1 SW 6 4 S t So u t h M i a m i M e t r o r a i l S t a t i o n W 7 8 P l We n d y ’ s De p t . o f Ch i l d r e n & F a m i l i e s So u t h M i a m i Me t r o r a i l S t a t i o n Do u g l a s R o a d Me t r o r a i l S t a t i o n Douglas Rd (SW 37 Ave) NW 42 Ave MI A M e t r o r a i l S t a t i o n / Me t r o b u s T e r m i n a l / Mi a m i A i r p o r t T r i - R a i l S t a t i o n / MI A M o v e r S t a t i o n SW 38 Ave Mi a m i In t e r n a t i o n a l Ai r p o r t MA P N O T T O S C A L E 06 / 2 0 1 5 Routes Schedule (https://facebook.com/GoMiamiDade/ (https://twitter.com/gomiamidade ) (https://www.instagram.com/gomiamid ] Miami-Dade County Transportation and Public Works 37 (Northbound) WEEKDAY SOUTH MIAMI METRORAIL STATION SUNSET DRIVE & OLD CUTLER RD SW 37 AVE & GRAND AVE DOUGLAS ROAD METRORAIL STATION Douglas Rd & Coral Way SW 37 AVE & W FLAGLER ST Airport Station NW 36 ST & COOLIDGE DR HIALEAH DR & E 4 AVE HIALEAH METRORAIL STATION PALM AVE & E 49 ST W 3 CT & 74 PL 05:07AM05:18AM05:25AM05:28AM05:33AM05:39AM 05:47AM05:52AM05:58AM06:09AM06:19AM06:31AM 05:38AM05:49AM05:56AM05:59AM06:06AM06:14AM 06:23AM06:31AM06:39AM06:50AM07:00AM07:12AM 06:05AM06:22AM06:31AM06:35AM06:42AM06:50AM 06:59AM07:07AM07:15AM07:26AM07:36AM07:48AM 06:35AM06:52AM07:01AM07:05AM07:12AM07:20AM 07:29AM07:37AM07:45AM07:56AM08:06AM08:18AM 07:05AM07:22AM07:31AM07:35AM07:42AM07:50AM 07:59AM08:07AM08:15AM08:26AM08:36AM08:48AM 07:30AM07:47AM07:56AM08:01AM08:09AM08:19AM 08:29AM08:37AM08:45AM08:56AM09:06AM09:18AM 07:59AM08:18AM08:28AM08:33AM08:41AM08:51AM 09:01AM09:09AM09:17AM09:28AM09:38AM09:50AM 08:29AM08:48AM08:58AM09:03AM09:11AM09:21AM 09:31AM09:39AM09:47AM09:58AM10:09AM10:21AM 08:58AM09:17AM09:27AM09:32AM09:40AM09:50AM 10:01AM10:10AM10:17AM10:29AM10:40AM10:52AM 09:29AM09:48AM09:58AM10:03AM10:11AM10:22AM 10:33AM10:42AM10:49AM11:01AM11:12AM11:24AM 10:02AM10:19AM10:28AM10:33AM10:41AM10:52AM 11:03AM11:12AM11:19AM11:31AM11:42AM11:54AM 10:32AM10:49AM10:58AM11:03AM11:11AM11:22AM 11:33AM11:42AM11:49AM12:01PM12:12PM12:24PM 11:02AM11:19AM11:28AM11:33AM11:41AM11:52AM 12:03PM12:12PM12:19PM12:31PM12:42PM12:54PM 11:32AM11:49AM11:58AM12:03PM12:11PM12:22PM 12:33PM12:42PM12:49PM01:01PM01:12PM01:24PM 12:02PM12:19PM12:28PM12:33PM12:41PM12:52PM 01:03PM01:12PM01:19PM01:31PM01:42PM01:54PM 12:32PM12:49PM12:58PM01:03PM01:11PM01:22PM 01:33PM01:42PM01:49PM02:01PM02:12PM02:24PM 01:02PM01:19PM01:28PM01:33PM01:41PM01:52PM 02:03PM02:12PM02:19PM02:31PM02:42PM02:54PM Page 1 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=37&rtNam... 01:32PM01:49PM01:58PM02:03PM02:11PM02:22PM 02:33PM02:42PM02:49PM03:01PM03:12PM03:26PM 02:02PM02:19PM02:28PM02:33PM02:41PM02:52PM 03:03PM03:12PM03:20PM03:32PM03:43PM03:57PM 02:33PM02:50PM02:59PM03:04PM03:13PM03:24PM 03:35PM03:44PM03:52PM04:04PM04:16PM04:30PM 03:00PM03:19PM03:30PM03:35PM03:44PM03:55PM 04:07PM04:17PM04:26PM04:37PM04:49PM05:03PM 03:30PM03:49PM04:00PM04:05PM04:14PM04:27PM 04:39PM04:49PM04:58PM05:09PM05:21PM05:35PM 04:02PM04:21PM04:31PM04:36PM04:45PM04:58PM 05:10PM05:20PM05:29PM05:40PM05:52PM06:06PM 04:32PM04:51PM05:01PM05:06PM05:15PM05:28PM 05:40PM05:50PM05:59PM06:10PM06:22PM06:36PM 05:02PM05:21PM05:31PM05:36PM05:45PM05:58PM 06:10PM06:20PM06:29PM06:40PM06:52PM07:06PM 05:32PM05:51PM06:01PM06:06PM06:15PM06:28PM 06:40PM06:50PM06:59PM07:10PM07:19PM07:29PM 06:02PM06:21PM06:31PM06:36PM06:45PM06:58PM 07:10PM07:17PM07:23PM07:32PM07:41PM07:51PM 06:33PM06:52PM07:02PM07:06PM07:13PM07:22PM 07:33PM07:40PM07:46PM07:55PM08:04PM08:14PM 07:04PM07:18PM07:27PM07:31PM07:38PM07:47PM 07:58PM08:05PM08:11PM08:20PM08:29PM08:39PM 07:34PM07:48PM07:57PM08:01PM08:08PM08:17PM 08:28PM08:35PM08:41PM08:50PM08:59PM09:09PM 08:04PM08:18PM08:27PM08:31PM08:38PM08:47PM 08:58PM09:05PM09:10PM09:17PM09:24PM09:33PM 08:35PM08:49PM08:58PM09:02PM09:08PM09:14PM 09:23PM09:29PM09:34PM09:41PM09:48PM09:57PM 09:28PM09:39PM09:46PM09:49PM09:55PM10:01PM 10:10PM10:16PM10:21PM10:28PM10:35PM10:44PM 10:28PM10:39PM10:46PM10:49PM10:55PM11:01PM 11:10PM11:16PM11:21PM11:28PM11:35PM11:44PM Back to previous page (javascript: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM Page 2 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=37&rtNam... Routes Schedule (https://facebook.com/GoMiamiDade/ (https://twitter.com/gomiamidade ) (https://www.instagram.com/gomiamid ] Miami-Dade County Transportation and Public Works 37 (Southbound) WEEKDAY W 3 CT & 74 PL PALM AVE & W 49 ST HIALEAH HIALEAH METRORAIL STATION HIALEAH DR & E 4 AVE NW 42 AVE & 36 ST Airport Station SW 37 AVE & W FLAGLER ST SW 37 AVE & CORAL WAY DOUGLAS ROAD METRORAIL STATION SW 37 AVE & GRAND AVE SUNSET DR & GRANADA BLVD SOUTH MIAMI METRORAIL STATION 04:58AM05:04AM05:12AM05:21AM05:27AM05:32AM05:42AM05:49AM05:55AM06:00AM06:09AM06:27AM 05:18AM05:24AM05:32AM05:41AM05:47AM05:52AM06:04AM06:12AM06:21AM06:26AM06:35AM06:53AM 05:44AM05:50AM05:58AM06:10AM06:20AM06:27AM06:39AM06:47AM06:56AM07:01AM07:10AM07:28AM 06:13AM06:22AM06:33AM06:45AM06:55AM07:02AM07:14AM07:22AM07:31AM07:36AM07:45AM08:03AM 06:43AM06:52AM07:03AM07:15AM07:25AM07:32AM07:44AM07:52AM08:01AM08:06AM08:16AM08:34AM 07:13AM07:22AM07:33AM07:45AM07:55AM08:02AM08:16AM08:25AM08:33AM08:38AM08:48AM09:06AM 07:43AM07:52AM08:04AM08:17AM08:28AM08:35AM08:49AM08:58AM09:06AM09:11AM09:21AM09:39AM 08:13AM08:22AM08:34AM08:47AM08:58AM09:05AM09:19AM09:28AM09:36AM09:41AM09:51AM10:09AM 08:43AM08:52AM09:04AM09:17AM09:28AM09:35AM09:49AM09:58AM10:07AM10:12AM10:20AM10:37AM 09:13AM09:22AM09:34AM09:47AM09:58AM10:05AM10:18AM10:27AM10:36AM10:41AM10:49AM11:06AM 09:42AM09:51AM10:03AM10:17AM10:26AM10:33AM10:46AM10:55AM11:04AM11:09AM11:17AM11:34AM 10:12AM10:21AM10:33AM10:47AM10:56AM11:03AM11:16AM11:25AM11:34AM11:39AM11:47AM12:04PM 10:42AM10:51AM11:03AM11:17AM11:26AM11:33AM11:46AM11:55AM12:04PM12:09PM12:17PM12:34PM 11:12AM11:21AM11:33AM11:47AM11:56AM12:03PM12:16PM12:25PM12:34PM12:39PM12:47PM01:04PM 11:42AM11:51AM12:03PM12:17PM12:26PM12:33PM12:46PM12:55PM01:04PM01:09PM01:17PM01:34PM 12:12PM12:21PM12:33PM12:47PM12:56PM01:03PM01:16PM01:25PM01:34PM01:39PM01:47PM02:04PM 12:42PM12:51PM01:03PM01:17PM01:26PM01:33PM01:46PM01:55PM02:04PM02:09PM02:17PM02:34PM 01:12PM01:21PM01:33PM01:47PM01:56PM02:03PM02:16PM02:25PM02:34PM02:39PM02:47PM03:08PM Page 1 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=37&rtNam... 01:42PM01:51PM02:03PM02:17PM02:26PM02:33PM02:46PM02:55PM03:04PM03:09PM03:20PM03:41PM 02:12PM02:21PM02:33PM02:47PM02:56PM03:03PM03:16PM03:25PM03:33PM03:38PM03:49PM04:13PM 02:40PM02:49PM03:01PM03:15PM03:26PM03:33PM03:46PM03:55PM04:03PM04:09PM04:22PM04:46PM 03:10PM03:19PM03:31PM03:45PM03:56PM04:03PM04:16PM04:25PM04:33PM04:39PM04:52PM05:16PM 03:43PM03:52PM04:04PM04:17PM04:28PM04:35PM04:48PM04:57PM05:05PM05:11PM05:24PM05:48PM 04:15PM04:23PM04:34PM04:47PM04:58PM05:05PM05:18PM05:27PM05:35PM05:41PM05:54PM06:18PM 04:45PM04:53PM05:04PM05:17PM05:28PM05:35PM05:48PM05:57PM06:05PM06:11PM06:24PM06:48PM 05:15PM05:23PM05:34PM05:47PM05:58PM06:05PM06:18PM06:27PM06:35PM06:41PM06:54PM07:18PM 05:45PM05:53PM06:04PM06:17PM06:28PM06:35PM06:48PM06:57PM07:05PM07:10PM07:17PM07:30PM 06:15PM06:23PM06:34PM06:47PM06:58PM07:05PM07:16PM07:23PM07:29PM07:34PM07:41PM07:54PM 07:15PM07:22PM07:31PM07:42PM07:49PM07:56PM08:07PM08:14PM08:20PM08:25PM08:32PM08:45PM 07:45PM07:52PM08:01PM08:12PM08:19PM08:26PM08:37PM08:44PM08:50PM08:55PM09:02PM09:14PM 08:35PM08:42PM08:51PM09:02PM09:07PM09:14PM09:23PM09:29PM09:36PM09:40PM09:46PM09:58PM 09:41PM09:46PM09:53PM10:02PM10:07PM10:14PM10:23PM10:29PM10:36PM10:40PM10:46PM10:58PM Back to previous page (javascript: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM Page 2 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=37&rtNam... SW 111 St SW 112 St SW 124 St SW 6 7 A v e SW 7 7 A v e SW 152 St SW 144 St SW 9 2 A v e US 1 JacksonSouthHospital SW 72 St US1 Perimeter Rd NW 5 7 A v e SW 5 7 A v e NW 15 St NW 13 St NW 14 St NW 4 5 A v e NW 4 2 A v e Le J e u n e R d NW 4 3 P l NW 25 St MIA Metrorail Station & Metrobus Terminal/Miami Airport Tri-Rail Station/MIA Mover Station MiamiInternationalAirport South MiamiMetrorail Station MAP NOT TO SCALE 05/2015 Coral Reef Dr Route 57 Routes Schedule (https://facebook.com/GoMiamiDade/ (https://twitter.com/gomiamidade ) (https://www.instagram.com/gomiamid ] Miami-Dade County Transportation and Public Works 57 (Northbound) WEEKDAY SW 152 ST BUSWAY STATION SW 92 AVE & 152 ST SW 77 AVE & 124 ST SW 111 ST & 57 AVE SOUTH MIAMI METRORAIL STATION SW 57 AVE & 24 ST SW 57 AVE & W FLAGLER ST Airport Station 06:31AM06:32AM06:46AM06:55AM 07:10AM07:27AM07:36AM07:52AM 07:31AM07:32AM07:46AM07:55AM 08:10AM08:27AM08:36AM08:52AM 08:31AM08:32AM08:46AM08:55AM 09:10AM09:24AM09:31AM09:47AM 09:34AM09:35AM09:49AM09:57AM 10:10AM10:24AM10:31AM10:47AM 10:34AM10:35AM10:49AM10:57AM 11:10AM11:24AM11:31AM11:47AM 11:34AM11:35AM11:49AM11:57AM 12:10PM12:24PM12:31PM12:47PM 12:34PM12:35PM12:49PM12:57PM 01:10PM01:24PM01:31PM01:47PM 01:34PM01:35PM01:49PM01:57PM 02:10PM02:24PM02:31PM02:47PM 02:34PM02:35PM02:49PM02:57PM 03:10PM03:24PM03:31PM03:47PM 03:29PM03:30PM03:44PM03:52PM 04:10PM04:28PM04:35PM04:52PM 04:29PM04:30PM04:47PM04:57PM 05:15PM05:33PM05:40PM05:57PM 05:39PM05:40PM05:57PM06:07PM 06:25PM06:43PM06:50PM07:07PM Back to previous page (javascript: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM Page 1 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=57&rtNam... Routes Schedule (https://facebook.com/GoMiamiDade/ (https://twitter.com/gomiamidade ) (https://www.instagram.com/gomiamid ] Miami-Dade County Transportation and Public Works 57 (Southbound) WEEKDAY Airport Station NW 57 AVE & W FLAGLER ST SW 57 AVE & FLAGLER ST SOUTH MIAMI METRORAIL STATION SW 57 AVE & 111 ST SW 124 ST & 77 AVE SW 92 AVE & 152 ST SW 152 ST BUSWAY STATION 06:01AM06:18AM06:26AM06:40AM06:53AM07:04AM07:19AM07:22AM 06:51AM07:08AM07:16AM07:30AM07:43AM07:54AM08:09AM08:12AM ---08:05AM08:18AM08:29AM08:44AM08:47AM 08:06AM08:23AM08:31AM08:45AM08:58AM09:09AM09:20AM09:23AM 09:05AM09:22AM09:31AM09:45AM09:57AM10:05AM10:16AM10:19AM 10:05AM10:22AM10:31AM10:45AM10:57AM11:05AM11:16AM11:19AM 11:05AM11:22AM11:31AM11:45AM11:57AM12:05PM12:16PM12:19PM 12:05PM12:22PM12:31PM12:45PM12:57PM01:05PM01:16PM01:19PM 01:05PM01:22PM01:31PM01:45PM01:57PM02:05PM02:16PM02:19PM 02:05PM02:22PM02:31PM02:45PM02:57PM03:05PM03:16PM03:19PM 03:05PM03:22PM03:31PM03:45PM03:57PM04:06PM04:18PM04:21PM 04:01PM04:24PM04:34PM04:50PM05:03PM05:12PM05:24PM05:27PM 05:06PM05:29PM05:39PM05:55PM06:08PM06:17PM06:29PM06:32PM 06:11PM06:34PM06:44PM07:00PM07:10PM07:17PM07:27PM07:30PM Back to previous page (javascript: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM Page 1 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=57&rtNam... SW 56 St SW 47 St SW 1 3 7 A v e SW 1 3 2 A v e SW 1 4 0 A v e Sunset Dr Westlakes West Kendall Transit Terminal/ Park & Ride Lot Plaza SW 1 5 2 A v e SW 88 St SW 1 5 7 A v e SW 1 6 2 A v e South MiamiMetrorailStation80 St (SW 72 St)Sunset Dr MillerSquare South Miami KendaleLakes SW 6 2 A v e SW 70 St US 1 SW 72 St 5 9 P l MET R O R A I L Legend Route 72A Park & Ride Lot West Kendall Transit Terminal South Miami Metrorail Station Route 72 SW 56 St/SW 132 Ave South Miami Metrorail Station Route 72A Weekends only West Kendall Transit Terminal via SW 56 St/SW 147 Ave South Miami Metrorail Station NORTH MAP NOT TO SCALE (SW 72 St)Sunset Dr (SW 70 St) SW 56 ST South Miami West Kendall Transit Terminal/Park & Ride Lot MetrorailStation SW 1 5 2 A v e SW 88 St SW 1 5 7 A v e SW 1 6 2 A v e SW 1 4 7 A v e SW 1 3 7 A v e SW 6 2 A v e 80 St ROUTE 72A WEEKENDS ONLY Route 72 02/11 Routes Schedule (https://facebook.com/GoMiamiDade/ (https://twitter.com/gomiamidade ) (https://www.instagram.com/gomiamid ] Miami-Dade County Transportation and Public Works 72 (Eastbound) WEEKDAY West Kendall Transit Terminal SW 56 ST & 147 AVE SW 56 ST & 137 AVE SW 72 ST & 137 AVE SW 72 ST & 107 AVE SW 72 ST & 87 CT SOUTH MIAMI METRORAIL STATION --05:11AM05:15AM05:22AM05:28AM05:36AM 05:41AM--05:53AM06:05AM06:13AM06:25AM --06:32AM06:37AM06:49AM06:57AM07:15AM 06:46AM--07:02AM07:16AM07:24AM07:42AM --07:20AM07:25AM07:39AM07:47AM08:05AM 07:39AM--07:55AM08:09AM08:17AM08:35AM --08:15AM08:20AM08:34AM08:42AM09:00AM 08:34AM--08:50AM09:04AM09:12AM09:30AM --09:26AM09:31AM09:40AM09:48AM10:00AM 09:47AM--10:01AM10:10AM10:18AM10:30AM --10:26AM10:31AM10:40AM10:48AM11:00AM 10:47AM--11:01AM11:10AM11:18AM11:30AM --11:26AM11:31AM11:40AM11:48AM12:00PM 11:47AM--12:01PM12:10PM12:18PM12:30PM --12:26PM12:31PM12:40PM12:48PM01:00PM 12:47PM--01:01PM01:10PM01:18PM01:30PM --01:24PM01:29PM01:38PM01:46PM02:00PM 01:48PM--02:04PM02:13PM02:21PM02:35PM --02:34PM02:39PM02:48PM02:56PM03:10PM Page 1 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Eastbound&rt=72&rtName... 02:58PM --03:14PM03:23PM03:31PM 03:45PM --03:39PM03:44PM03:53PM04:01PM 04:15PM 03:58PM --04:14PM04:23PM04:31PM 04:45PM --04:39PM04:44PM04:53PM05:01PM 05:15PM 04:58PM --05:14PM05:23PM05:31PM 05:45PM --05:34PM05:39PM05:48PM05:56PM 06:10PM 05:53PM --06:09PM06:18PM06:26PM 06:40PM --06:34PM06:39PM06:48PM06:56PM 07:10PM 06:53PM --07:09PM07:17PM07:23PM 07:35PM --07:43PM07:48PM07:56PM08:02PM 08:10PM Back to previous page (javascript: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM Page 2 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Eastbound&rt=72&rtName... Routes Schedule (https://facebook.com/GoMiamiDade/ (https://twitter.com/gomiamidade ) (https://www.instagram.com/gomiamid ] Miami-Dade County Transportation and Public Works 72 (Westbound) WEEKDAY SOUTH MIAMI METRORAIL STATION SW 72 ST & 87 AVE SW 72 ST & 107 AVE SW 72 ST & 137 AVE SW 56 ST & 132 AVE SW 56 ST & 137 AVE SW 147 AVE & 56 ST West Kendall Transit Terminal ----05:03AM05:11AM-- 05:51AM05:59AM06:05AM06:12AM06:18AM06:28AM-- 06:08AM06:19AM06:25AM06:32AM---06:43AM 06:30AM06:41AM06:47AM06:54AM07:00AM07:11AM-- 06:52AM07:05AM07:11AM07:21AM---07:33AM 07:25AM07:38AM07:44AM07:54AM08:00AM08:11AM-- 07:50AM08:03AM08:09AM08:19AM---08:31AM 08:25AM08:38AM08:44AM08:54AM09:00AM09:11AM-- 09:05AM09:18AM09:24AM09:34AM---09:45AM 09:37AM09:48AM09:54AM10:02AM10:08AM10:18AM-- 10:07AM10:18AM10:24AM10:32AM---10:43AM 10:37AM10:48AM10:54AM11:02AM11:08AM11:18AM-- 11:07AM11:18AM11:24AM11:32AM---11:43AM 11:37AM11:48AM11:54AM12:02PM12:08PM12:18PM-- 12:02PM12:13PM12:19PM12:27PM---12:38PM 12:32PM12:43PM12:49PM12:57PM01:03PM01:13PM-- 01:02PM01:13PM01:19PM01:27PM---01:38PM 01:40PM01:51PM01:57PM02:08PM02:14PM02:24PM-- 02:05PM02:21PM02:31PM02:42PM---02:55PM Page 1 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Westbound&rt=72&rtName... 02:35PM 02:51PM03:01PM03:12PM03:18PM03:28PM-- 03:05PM 03:21PM03:31PM03:42PM ---03:55PM 03:35PM 03:51PM04:01PM04:12PM04:18PM04:28PM-- 04:05PM 04:21PM04:31PM04:42PM ---04:55PM 04:35PM 04:51PM05:01PM05:12PM05:18PM05:28PM-- 05:00PM 05:16PM05:26PM05:37PM ---05:50PM 05:30PM 05:46PM05:56PM06:07PM06:13PM06:23PM-- 06:00PM 06:16PM06:26PM06:37PM ---06:50PM 06:45PM 07:01PM07:08PM07:15PM07:20PM07:29PM-- 07:15PM 07:25PM07:32PM07:39PM ---07:50PM 07:50PM 08:00PM08:06PM08:12PM08:17PM08:25PM-- 08:33PM 08:42PM08:48PM08:54PM08:59PM09:07PM-- Back to previous page (javascript: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM Page 2 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Westbound&rt=72&rtName... Limited Stops Dadeland SouthMetrorail Station DOWNTOWNMIAMI South MiamiMetrorail Station Douglas RoadMetrorail Station VizcayaMetrorailStation BrickellMetrorail Station SW 3 7 A v e Dadeland NorthMetrorail Station UniversityMetrorail Station Coconut GroveMetrorail Station Da d e l a n d B l v d US1 Coral Way SW 2 7 A v e US1 SW 6 8 C t Datran Dr SW 70 St S W 3 0 R d SW 11 St SW 27 St S. A l h a m b r a Ci r c l e St a n f o r d D r Ponc e d e L e o n SW 1 St SW / N W 2 A v e Government CenterMetrorail Station DowntownMiamiBus Terminal DowntownMiami SOUTHMIAMIKENDALL COCONUTGROVE MIAMI CORALGABLES SW / N W 1 A v e US1 NW 1 St US 1 Metror a i l SW / N W 2 A v e NORTH MAP NOT TO SCALE 06/2011The stop at Dadeland South is the only one located inside the station. Bus Stop Route 500 Midnight Owl Routes Schedule (https://facebook.com/GoMiamiDade/ (https://twitter.com/gomiamidade ) (https://www.instagram.com/gomiamid ] Miami-Dade County Transportation and Public Works 500 (Northbound) WEEKDAY DADELAND SOUTH METRORAIL STATION S DIXIE HWY & SW 70 ST S DIXIE HWY & SW 37 AVE SW 27 AVE & SW 27 ST SW 1 St & 1 Ct 12:32AM 12:37AM 12:44AM 12:49AM 01:00AM 01:32AM 01:37AM 01:44AM 01:49AM 02:00AM 02:32AM 02:37AM 02:44AM 02:49AM 03:00AM 03:32AM 03:37AM 03:44AM 03:49AM 04:00AM 04:32AM 04:37AM 04:44AM 04:49AM 05:00AM Back to previous page (javascript: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM Page 1 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=500&rtNa... Routes Schedule (https://facebook.com/GoMiamiDade/ (https://twitter.com/gomiamidade ) (https://www.instagram.com/gomiamid ] Miami-Dade County Transportation and Public Works 500 (Southbound) WEEKDAY SW 1 St & 1 Ct SW 27 AVE & SW 27 ST S DIXIE HWY & SW 37 AVE S DIXIE HWY & SW 70 ST DADELAND SOUTH METRORAIL STATION 01:05AM01:16AM01:20AM01:26AM01:32AM 02:05AM02:16AM02:20AM02:26AM02:32AM 03:05AM03:16AM03:20AM03:26AM03:32AM 04:05AM04:16AM04:20AM04:26AM04:32AM 05:05AM05:16AM05:20AM05:26AM05:32AM Back to previous page (javascript: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM Page 1 of 2Routes Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=500&rtNa... MIA TERMINAL RENTAL CAR CENTER MIA M I A I R P O R T HIA L E A H M A R K E T ME T R O R A I L TRA N S F E R HIALEAH MEDLEY MIAMI SPRINGS DOWNTOWN CORAL GABLES KENDALL SOUTH MIAMI PINECREST to Flo r i d a City GLADEVIEW BROWNSVILLE LITTLE HAVANA ALLAPATTAH THE ROADS CORAL WAY COCONUT GROVE BRICKELL OVER- TOWN BISCAYNE BAY NORTH to W e s t Pa l m Be a c h DADELAND SOUTH DADELAND NORTH SOUTH MIAMI UNIVERSITY DOUGLAS ROAD COCONUT GROVE VIZCAYA BRICKELL GOVERNMENT CENTER HISTORIC OVERTOWN/ LYRIC THEATRE CULMERCIVIC CENTER SANTA CLARA ALLAPATTAH EARLINGTON HEIGHTS BROWNSVILLE DR. MARTIN LUTHER KING JR. NORTHSIDE TRI-RAIL HIALEAHOKEECHOBEE PALMETTO MIAMI INTERNATIONAL AIRPORT 6, 22, 27, 249, 500 37, 40, 42, 48, 136, 249, 500, CGB, MIA 12, 17, 24, 500, MIA 6, 8, 24, 48, B, 207 208, 500, MIA, BCT 2, 7, 11, 21, 51, 77, 95, C, S, 120 207, 208, 246, 277, 500, MIA ,BCT 12, 32, 95, M 246, MIA, BCT 7, 37, 42, 57, J, 150, 238, 297, 338 7, 95, 211, 246, BCT 77,211,277 48, 56, 500 37, 57, 72, 500 87, 88, 104, 204, 272, 288, 500 31, 34, 38, 52, 73, 136, 252, 287, 500 12, 21, 95, 246, BCT 12, 21, 36, J, 246, BCT 17, 22, 95 27, 46, 54, 254, 297 27, 62, 297 12, 21, 32, 79, L 42, L73, 267 87, DRL 29, 37, 54 L, 135, HLH METRORAIL Green Line / Station Orange Line / Station Station Serving Both Lines Station Served by Downtown Express Station with Parking Station with Overnight/Long-Term Parking Station Connects with Metromover Station Connects with Tri-Rail Station Connects with Airport Metrobus Routes Serving Station Station Connects with Broward County Transit (broward.org/bct) Station Connects with Miami Trolley (miamitrolley.com) Station Connects with Doral Trolley (www.cityofdoral.com/trolley) Station Connects with Coral Gables Trolley (coralgables.com/trolley) Station Connects with Hialeah Transit (hialeahfl.gov/transit) Tri-Rail Line (tri-rail.com) MIA Mover Line (miami-airport.com) South Dade Transitway CONNECTING SERVICES 12,21 BCT MIA DRL CGB HLH METRORAIL Green Line / Station Orange Line / Station Station Serving Both Lines Station Served by Downtown Express Station with Parking Station with Overnight/Long-Term Parking Station Connects with Metromover Station Connects with Tri-Rail Station Connects with Airport Metrobus Routes Serving Station Station Connects with Broward County Transit (broward.org/bct) Station Connects with Miami Trolley (miamitrolley.com) Station Connects with Doral Trolley (www.cityofdoral.com/trolley) Station Connects with Coral Gables Trolley (coralgables.com/trolley) Station Connects with Hialeah Transit (hialeahfl.gov/transit) Tri-Rail Line (tri-rail.com) MIA Mover Line (miami-airport.com) South Dade Transitway CONNECTING SERVICES 12,21 BCT MIA DRL CGB HLH METRORAIL MARCH 2017 www.miamidade.gov/transit 311 (305.468.5900) TDD: 305.468.5402 @GoMiamiDade MDT TRACKER / EASY PAY MIAMI / MDT TRANSIT WATCH DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS INFORMATION : INFORMACION : ENFOMASYON Today's Metrorail Schedule (https://facebook.com/GoMiamiDade/ (https://twitter.com/gomiamidade ) (https://www.instagram.com/gomiamid ] Miami-Dade County Transportation and Public Works Select Station: South Miami View Today's Entire Schedule (rail_schedules_entire.asp?sch=7103&srv=FRIDAY ) South Miami SouthboundNorthbound 05:35AM 05:45AM 05:53AM 06:00AM 06:08AM 06:15AM 06:25AM 06:35AM 06:43AM 06:50AM 06:58AM 07:05AM 07:13AM 07:20AM 07:28AM 07:35AM 07:43AM 07:50AM 07:58AM 08:05AM 08:13AM 08:20AM 08:28AM 08:35AM 08:43AM 08:50AM 08:58AM 09:05AM 09:13AM 09:20AM 09:28AM 05:04AM 05:09AM 05:19AM 05:27AM 05:34AM 05:42AM 05:49AM 05:57AM 06:04AM 06:12AM 06:19AM 06:27AM 06:34AM 06:42AM 06:49AM 06:57AM 07:04AM 07:19AM 07:27AM 07:34AM 07:42AM 07:49AM 07:57AM 08:04AM 08:19AM 08:27AM 08:34AM 08:42AM 08:49AM 08:57AM 09:04AM Page 1 of 4Today's Metrorail Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/rail_schedules_today.asp?station_selected=SMI 09:35AM 09:43AM 09:50AM 09:58AM 10:05AM 10:13AM 10:20AM 10:28AM 10:35AM 10:43AM 10:50AM 10:58AM 11:05AM 11:13AM 11:20AM 11:28AM 11:35AM 11:43AM 11:50AM 11:58AM 12:05PM 12:13PM 12:20PM 12:28PM 12:35PM 12:43PM 12:50PM 12:58PM 01:05PM 01:13PM 01:20PM 01:28PM 01:35PM 01:43PM 01:50PM 01:58PM 02:05PM 02:13PM 02:20PM 02:28PM 02:35PM 02:43PM 02:50PM 02:58PM 03:05PM 03:13PM 03:20PM 03:28PM 03:35PM 03:43PM 03:50PM 03:58PM 04:05PM 09:12AM 09:19AM 09:27AM 09:34AM 09:42AM 09:49AM 09:57AM 10:04AM 10:12AM 10:19AM 10:27AM 10:34AM 10:42AM 10:49AM 10:57AM 11:04AM 11:12AM 11:19AM 11:27AM 11:34AM 11:42AM 11:49AM 11:57AM 12:04PM 12:12PM 12:19PM 12:27PM 12:34PM 12:42PM 12:49PM 12:57PM 01:04PM 01:12PM 01:19PM 01:27PM 01:34PM 01:42PM 01:49PM 01:57PM 02:04PM 02:12PM 02:19PM 02:27PM 02:34PM 02:42PM 02:49PM 02:57PM 03:04PM 03:12PM 03:19PM 03:27PM 03:34PM 03:42PM Page 2 of 4Today's Metrorail Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/rail_schedules_today.asp?station_selected=SMI 04:13PM 04:20PM 04:28PM 04:35PM 04:43PM 04:50PM 05:05PM 05:13PM 05:20PM 05:35PM 05:43PM 05:50PM 05:58PM 06:05PM 06:13PM 06:20PM 06:28PM 06:35PM 06:43PM 06:50PM 06:58PM 07:05PM 07:13PM 07:20PM 07:28PM 07:35PM 07:43PM 07:50PM 07:58PM 08:05PM 08:13PM 08:20PM 08:33PM 08:45PM 08:56PM 09:07PM 09:22PM 09:37PM 09:52PM 10:07PM 10:22PM 10:37PM 10:52PM 11:07PM 11:22PM 11:37PM 11:52PM 12:10AM 12:22AM 12:37AM 12:52AM 03:49PM 03:57PM 04:04PM 04:12PM 04:19PM 04:27PM 04:34PM 04:42PM 04:49PM 04:57PM 05:04PM 05:12PM 05:19PM 05:27PM 05:34PM 05:42PM 05:49PM 05:57PM 06:04PM 06:12PM 06:19PM 06:27PM 06:34PM 06:42PM 06:49PM 06:57PM 07:04PM 07:12PM 07:19PM 07:27PM 07:34PM 07:42PM 07:49PM 07:57PM 08:04PM 08:12PM 08:19PM 08:27PM 08:34PM 08:49PM 09:04PM 09:19PM 09:34PM 09:49PM 10:04PM 10:19PM 10:34PM 10:49PM 11:04PM 11:19PM 11:34PM 11:49PM 12:04AM Page 3 of 4Today's Metrorail Schedule -Miami-Dade County 5/26/2017http://www.miamidade.gov/transit/rail_schedules_today.asp?station_selected=SMI RIDERSHIP TECHNICAL REPORT Division of Performance and Materials Management February 2017 METROBUS MONTHLY AND AVERAGE DAILY BOARDINGS BY ROUTE 15February 2017 Route Average Weekday Average Weekday Percent Change Average Saturday Average Saturday Percent Change Average Sunday Average Sunday Percent Change Total Monthly Total Monthly Percent Change Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 1 554 612 -9.5%391 369 6.1%485 409 18.5%14,581 15,957 -8.6% 2 2,650 2,567 3.2%1,561 1,719 -9.2%1,182 1,163 1.7%63,963 65,444 -2.3% 3 6,527 7,021 -7.0%6,936 7,028 -1.3%5,311 5,358 -0.9%179,539 196,975 -8.9% 6 474 615 -23.1%410 443 -7.4%332 416 -20.2%12,436 16,357 -24.0% 7 3,926 3,873 1.4%2,453 2,569 -4.5%1,852 1,788 3.6%95,739 98,756 -3.1% 8 5,871 6,643 -11.6%3,246 3,679 -11.8%1,985 2,084 -4.8%138,339 162,560 -14.9% 9 6,004 5,919 1.4%3,768 3,510 7.4%2,751 2,708 1.6%146,164 149,177 -2.0% 10 2,669 2,717 -1.8%2,182 2,210 -1.3%1,485 1,592 -6.8%68,054 72,270 -5.8% 11 9,571 11,188 -14.5%7,408 8,690 -14.8%5,274 5,800 -9.1%242,143 292,902 -17.3% 12 3,135 3,185 -1.6%62,699 66,892 -6.3% 16 2,607 2,815 -7.4%1,895 2,117 -10.5%1,163 1,227 -5.2%64,367 72,492 -11.2% 17 4,786 4,679 2.3%2,951 2,746 7.4%2,044 1,916 6.7%115,690 116,915 -1.0% 19 2,131 2,099 1.5%42,613 44,085 -3.3% 21 2,088 2,136 -2.3%41,761 44,863 -6.9% 22 4,429 4,590 -3.5%2,599 2,971 -12.5%1,881 1,992 -5.5%106,505 116,231 -8.4% 24 2,084 2,246 -7.2%1,320 1,509 -12.5%1,031 1,317 -21.7%51,090 58,466 -12.6% 27 8,576 8,765 -2.2%5,641 5,720 -1.4%3,590 3,711 -3.3%208,437 221,782 -6.0% 29 837 868 -3.6%16,744 18,230 -8.2% 31 -BUSWAY LOCAL 1,606 1,757 -8.6%934 1,105 -15.4%814 868 -6.2%39,102 44,795 -12.7% 32 3,074 2,838 8.3%1,346 1,162 15.8%1,101 948 16.1%71,273 68,040 4.8% 33 1,948 1,915 1.7%1,137 1,121 1.5%720 615 17.0%46,391 47,162 -1.6% 34-EXPRESS 2,750 2,115 30.0%54,994 44,415 23.8% 35 2,603 2,657 -2.1%1,235 1,212 1.9%635 715 -11.2%59,531 63,503 -6.3% 36 2,713 2,948 -8.0%1,544 1,689 -8.6%1,060 1,284 -17.5%64,678 73,802 -12.4% 37 3,645 3,852 -5.4%2,482 2,709 -8.4%1,823 2,084 -12.5%90,110 100,072 -10.0% 38 7,489 7,833 -4.4%6,150 5,955 3.3%4,572 4,468 2.3%192,659 206,192 -6.6% METROBUS MONTHLY AND AVERAGE DAILY BOARDINGS BY ROUTE 16February 2017 Route Average Weekday Average Weekday Percent Change Average Saturday Average Saturday Percent Change Average Sunday Average Sunday Percent Change Total Monthly Total Monthly Percent Change Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 40 2,068 2,322 -11.0%919 976 -5.9%553 672 -17.7%47,238 55,357 -14.7% 42 1,529 1,347 13.5%724 848 -14.5%435 537 -19.0%35,223 33,828 4.1% 46 -LIBERTY CITY CONN.48 48 0.7%965 1,006 -4.1% 48 175 235 -25.8%3,496 4,944 -29.3% 51 -FLAGLER MAX 3,129 3,534 -11.4%62,586 74,211 -15.7% 52 1,512 1,593 -5.1%799 827 -3.4%519 518 0.2%35,505 38,834 -8.6% 54 3,444 3,513 -2.0%2,112 2,234 -5.4%1,363 1,356 0.5%82,777 88,135 -6.1% 56 593 626 -5.2%11,859 13,137 -9.7% 57 503 565 -11.0%10,051 11,864 -15.3% 62 3,214 3,061 5.0%1,983 1,912 3.7%1,188 1,166 1.9%76,958 76,585 0.5% 70 1,396 1,381 1.1%793 892 -11.1%788 771 2.2%34,250 35,653 -3.9% 71 938 1,019 -8.0%380 427 -11.1%238 246 -3.2%21,222 24,085 -11.9% 72 923 981 -6.0%500 528 -5.3%354 364 -2.7%21,876 24,177 -9.5% 73 2,519 2,678 -5.9%1,199 1,181 1.5%592 638 -7.3%57,545 63,515 -9.4% 75 1,748 1,880 -7.0%765 593 29.0%252 287 -12.1%39,021 43,000 -9.3% 77 9,416 9,846 -4.4%5,536 5,655 -2.1%3,310 3,407 -2.8%223,698 243,010 -7.9% 79 314 509 -38.5%6,270 10,699 -41.4% 82 -WESTCHESTER CIRC.69 71 -3.9%1,374 1,501 -8.5% 87 1,706 1,930 -11.6%585 577 1.3%389 383 1.6%38,019 44,364 -14.3% 88 2,472 2,595 -4.7%2,039 2,070 -1.5%1,366 1,353 0.9%63,060 68,181 -7.5% 93 -BISCAYNE MAX 3,823 3,918 -2.4%76,462 82,283 -7.1% 95 EXPRESS 2,139 2,107 1.5%42,786 44,243 -3.3% 99 1,979 1,779 11.2%1,203 1,026 17.2%739 836 -11.6%47,347 44,808 5.7% 101 -A 114 84 35.9%60 47 29.0%42 19 115.6%2,695 2,031 32.7% 102 -B 1,682 1,608 4.6%963 710 35.6%800 757 5.6%40,678 39,639 2.6% 103 -C 2,790 3,451 -19.2%2,388 3,015 -20.8%1,687 2,398 -29.6%72,105 94,125 -23.4% METROBUS MONTHLY AND AVERAGE DAILY BOARDINGS BY ROUTE 18February 2017 (1) -Excludes shuttles and those routes which were not run both years. Route Average Weekday Average Weekday Percent Change Average Saturday Average Saturday Percent Change Average Sunday Average Sunday Percent Change Total Monthly Total Monthly Percent Change Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 238 EAST/WEST CONN.36 478 -92.6%711 10,028 -92.9% 246 -NIGHT OWL 76 74 2.7%55 67 -17.6%68 82 -17.0%2,014 2,151 -6.4% 249 -COCONUT GROVE CIRC.867 1,165 -25.6%573 640 -10.4%494 651 -24.1%21,613 29,638 -27.1% 252 -CORAL REEF MAX 1,031 1,075 -4.1%387 378 2.6%297 239 24.5%23,358 25,030 -6.7% 254 -BROWNSVILLE CIRC.67 26 158.1%1,330 541 145.8% 267 -LUDLAM LIMITED 129 123 5.1%2,580 2,578 0.1% 272 SUNSET KAT 558 570 -2.1%11,158 11,973 -6.8% 277 -7th AVENUE MAX 639 607 5.2%12,785 12,755 0.2% 286 -NORTH POINTE CIRC.116 132 -11.9%99 76 31.0%2,720 3,072 -11.5% 287 -SAGA BAY MAX 403 396 1.8%8,053 8,310 -3.1% 288 -KENDALL CRUISER 873 891 -2.0%17,460 18,702 -6.6% 295 EXPRESS -BROWARD BLVD - CIVIC CENTER 191 118 60.9%3,811 2,487 53.2% 296 EXPRESS -SHERIDAN ST - CIVIC CENTER 164 107 52.8%3,273 2,249 45.5% 297-27th AVENUE ORANGE MAX 1,629 1,734 -6.1%32,571 36,404 -10.5% 301 DADE-MONROE EXPRESS 964 1,061 -9.1%933 941 -0.8%945 916 3.2%26,796 29,709 -9.8% 302 CARD SOUND EXPRESS 106 74 43.2%73 69 6.2%71 77 -8.1%2,692 2,135 26.1% 338 -WEEKEND EXPRESS 177 217 -18.2%224 198 13.0%1,603 1,658 -3.3% 344 119 118 0.7%2,374 2,475 -4.1% 500 52 29 82.5%35 42 -16.7%32 46 -31.0%1,315 955 37.7% 12/21 WEEKEND INTERL.3,039 3,084 -1.5%2,217 2,409 -8.0%21,023 21,971 -4.3% 115/117 WEEKEND INTERL.201 409 -50.9%204 358 -43.0%1,619 3,067 -47.2% 207/208 WEEKEND INTERL.2,468 2,444 1.0%1,932 2,284 -15.4%17,600 18,911 -6.9% GREEN HILLS SHUTTLE 7 4 84.2%28 19 47.4% KINGS CREEK SHUTTLE 17 14 25.5%69 55 25.5% SIERRA LAKES SHUTTLE 26 23 16.7%105 90 16.7% ROBERT SHARP SHUTTLE 14 20 -30.8%54 78 -30.8% AHEPA SHUTTLE 32 21 50.6%128 85 50.6% FEDERATION GARDENS SHUTTLE 19 16 22.2%77 63 22.2% Total 203,611 217,561 -6.4%121,831 128,732 -5.4%89,076 96,325 -7.5%4,914,307 5,467,632 -10.1% METRORAIL MONTHLY AND AVERAGE DAILY BOARDINGS BY STATION 27February 2017 Average Weekday Average Weekday Percent Change Average Saturday Average Saturday Percent Change Average Sunday Average Sunday Percent Change Total Monthly Total Monthly Percent Change STATIONS Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 Feb-17 Feb-16 17 vs 16 ALLAPATTAH 2,286 2,314 -1.2%1,353 1,374 -1.6%980 1,015 -3.4%54,527 57,551 -5.3% BRICKELL 6,534 6,992 -6.5%3,047 2,966 2.7%2,166 2,114 2.4%149,603 165,024 -9.3% BROWNSVILLE 1,003 914 9.7%688 546 26.1%513 444 15.6%24,708 22,896 7.9% CIVIC CENTER 6,481 6,520 -0.6%1,173 1,093 7.3%900 842 6.9%135,912 142,654 -4.7% COCONUT GROVE 2,001 2,106 -5.0%1,196 1,241 -3.6%879 1,021 -13.9%47,924 52,932 -9.5% CULMER 1,596 1,550 3.0%869 789 10.2%655 606 8.0%37,490 37,568 -0.2% DADELAND NORTH 6,260 7,139 -12.3%2,238 2,508 -10.8%1,532 1,759 -12.9%137,736 164,063 -16.0% DADELAND SOUTH 8,074 7,807 3.4%3,326 3,168 5.0%2,457 2,417 1.7%181,861 183,775 -1.0% DOUGLAS ROAD 4,240 4,333 -2.1%1,861 1,783 4.4%1,301 1,316 -1.1%96,146 101,761 -5.5% DR. MARTIN LUTHER KING, JR.1,536 1,614 -4.8%876 888 -1.4%648 683 -5.1%36,411 39,647 -8.2% EARLINGTON HEIGHTS 1,957 2,003 -2.3%1,147 1,147 0.0%861 867 -0.7%46,699 49,530 -5.7% GOVERNMENT CENTER 12,241 12,831 -4.6%5,050 4,972 1.6%3,610 3,780 -4.5%273,446 297,960 -8.2% HIALEAH 1,711 1,825 -6.2%826 898 -8.1%602 683 -11.8%39,508 44,265 -10.7% MIAMI INTERNATIONAL AIRPORT 1,793 1,851 -3.1%1,417 1,473 -3.8%1,418 1,492 -5.0%47,048 50,582 -7.0% NORTHSIDE 1,606 1,931 -16.8%979 1,255 -22.0%751 929 -19.1%38,579 48,710 -20.8% OKEECHOBEE 1,496 1,482 1.0%545 512 6.4%380 371 2.6%33,212 34,145 -2.7% OVERTOWN / ARENA 2,119 2,151 -1.5%792 738 7.4%515 570 -9.7%46,543 49,336 -5.7% PALMETTO 1,324 1,637 -19.1%393 444 -11.6%241 312 -22.7%28,509 36,828 -22.6% SANTA CLARA 984 1,005 -2.1%557 580 -4.0%369 338 9.2%23,110 24,528 -5.8% SOUTH MIAMI 3,641 3,756 -3.1%1,700 1,662 2.3%1,159 1,338 -13.4%82,899 89,638 -7.5% TRI-RAIL 1,355 1,512 -10.4%755 899 -16.0%576 668 -13.8%32,045 37,770 -15.2% UNIVERSITY 2,239 2,422 -7.6%667 727 -8.3%420 493 -14.9%48,492 55,230 -12.2% VIZCAYA 1,464 1,555 -5.9%724 780 -7.2%516 595 -13.2%33,807 37,863 -10.7% TOTAL 73,942 77,248 -4.3%32,174 32,440 -0.8%23,447 24,650 -4.9%1,676,215 1,824,256 -8.1% 11 “With rare exceptions, every transit trip begins and ends with a walk. As a result, while walkability benefits from good transit, good transit relies absolutely on walkability.” JEFF SPECK, WALKABLE CITY: HOW DOWNTOWN CAN SAVE AMERICA, ONE STEP AT A TIME 140 (2012) MOBILITY – CIRCULATION – PARKING Transit Oriented Development - Metrorail The introduction of a residential component to Sunset Place is strategically designed to integrate with Metrorail and our community’s significant public investment in it. By organizing its proposed residential, retail, and office uses in close proximity to transit, the project is what is commonly referred to as a Transit Oriented Development (“TOD”). The project is designed to limit vehicle trip generation by the inclusion of mixed-use development programs that benefit from the substantial public investment in the rapid transit infrastructure known as Metrorail. The goal of Sunset Place is to create a sense of place that is not dependent upon single-occupant vehicle trips. This is in contrast to the majority of development within the as-built environment along South Dixie Highway. The site is appropriate for the uses, densities, and intensities proposed by virtue of its proximity to Metrorail. See Figure 31. In 1972, following more than a decade of public study and debate, multiple county-wide referenda, and a federal-state-county funding partnership, the citizenry of Miami-Dade County committed to fund the rapid transit system now known as Metrorail. Specifically, at a county-wide election the electorate approved the bonds for the “Decade of Progress” which was – at the time – the single largest general obligation bond issue in the nation at over $500 million. The electorate approved this substantial commitment to rapid transit by a vote of 2-1. That vote set the stage for Metrorail. Since that time, Metrorail, together with Metromover and Tri-Rail, has grown to include connections to the urban centers of Miami International Airport, the Civic Center (Jackson Memorial Hospital Campus), Downtown Miami, and Brickell. Further connections exist to the northern neighborhoods of Hialeah and Medley and to the southern neighborhoods of Coral Gables, South Miami, and Dadeland. Ridership on Metrorail in general, and at South Miami Station in particular, has grown substantially in recent years as illustrated in Figures 29 and 30. The Underline The project strategically benefits from the Underline – a new, visionary linear park that will span over 10 miles beneath the Metrorail right- of-way. The Underline will serve as a regional recreational green spine to the greater Miami area. Importantly, it will link South Miami Station (and several other Metrorail Stations) with verdant bicycle, exercise, and pedestrian trails. All of the municipalities along the Underline parkway are participating in the planning process and have incorporated the project in their respective comprehensive plans. More information about the Underline is available at: https://www.theunderline.org/ Figure 31. Sunset Place location in reference to nearest Metrorail Stations. Figure 29. Total Annual Boardings from South Miami Station. Figure 30. Total Annual Boardings for all Metrorail Stations. Source: Miami-Dade Transit Ridership Technical Reports, 2000, 2005, 2010, 2015. 12 Site Access and Circulation Connectivity is the theme that animates our site access and circulation plans. We hope to vastly improve how people arrive at, move within, and exit our property. We also seek to re-set the balance of power between pedestrians and motorists so that they too can more safely and efficiently co-exist. We illustrate these principles in Figures 32 and 33. Figure 33. Vehicular Access. Figure 32. Pedestrian Access. Parking Sunset Place will integrate and improve the existing parking garage. Importantly, it also seeks to integrate with several publicly accessible off- street and on-street parking resources that exist at present within close proximity to the Sunset Place. Depending on final programming, it is anticipated that 2 new floors will be added to the existing 8 story garage. There will be approximately 2,168 spaces provided in the expanded garage. Sunset Place is also expected to include new underground parking to serve the new residential and hotel buildings within Phase II. The proposed new underground parking comprises approximately 216 spaces in 1 level under the residential and hotel buildings. Appendix G School Documentation STUDENTSPARENTSEMPLOYEESCOMMUNITY SOUTH MIAMI MS Directions Map E-Mail Print Address:6750 SW 60TH STREET SOUTH MIAMI, FL 33143 Location Number: 6881 Phone Number:(305)661-3481 Fax Number: (305)665-6728 Web site:http://smmcs.dadeschools.net/ For information regarding the Bond Referendum, CLICK HERE. School Profile Grades:06 - 08 Mascot:Wildcats Uniforms:Yes School Colors*:Hunter Green, Orange & White Voting District: 6 Region: C Total Enrollment: 958 Maintenance Center: 3 After May 1st, total enrollment is based on future students Hours: Grades: 6-88:35 a.m. - 3:05 p.m. Feeder Pattern: South Miami SHS Board Member: Ms. Mari Tere Rojas School's Message FABIOLA V. IZAGUIRRE, Principal General Information Boundaries - Legal Description Locator - Find a School Academics Grade Report School Improvement EESAC Resources Bus Transportation Calendars Lunch Menu School Police School Financial Report The Parent Academy *School Colors: uniform colors might be different from the school's colors. For accurate dress code please contact the school. Discover M-DCPS | Committees | Directories | Human Resources Newsroom | School Board | Schools | Superintendent | Technology M-DCPS : 1450 NE 2nd Ave. : Miami, FL 33132 : Phone: (305) 995-1000 (For Non Technical Questions Only) © 2017 Page 1 of 1Dadeschools.net 5/25/2017http://www.dadeschools.net/schools/schoolinformation/school_details.asp?id=6881 STUDENTSPARENTSEMPLOYEESCOMMUNITY SUNSET ES Directions Map E-Mail Print Address:5120 SW 72ND STREET MIAMI, FL 33143 Location Number: 5401 Phone Number:(305)661-8527 Fax Number: (305)666-2327 Web site:http://sunset.dadeschools.net/ For information regarding the Bond Referendum, CLICK HERE. School Profile Grades:PK - 05 Mascot:Phoenix Uniforms:Yes School Colors*:Yellow & Blue Voting District: 6 Region: C Total Enrollment: 963 Maintenance Center: 3 After May 1st, total enrollment is based on future students Hours: Grades: Pre-K8:20 a.m. - 1:50 p.m. Grades: Magnet 18:35 a.m. - 3:05 p.m. Grades: Magnet 2-58:35 a.m. - 4:05 p.m. Grades: M1-M5 Wed.8:35 a.m. - 1:50 p.m. Feeder Pattern: Coral Gables SHS Board Member: Ms. Mari Tere Rojas School's Message As an International Blue Ribbon School of Excellence, Sunset Elementary offers an International Studies Magnet Program, a Controlled Choice International Education Program, and a Science and Mathematics Gifted program. As a recipient of numerous awards and General Information Boundaries - Legal Description Locator - Find a School Academics Grade Report School Improvement EESAC Resources Bus Transportation Calendars Lunch Menu School Police School Financial Report The Parent Academy *School Colors: uniform colors might be different from the school's colors. For accurate dress code please contact the school. Page 1 of 2Dadeschools.net 5/25/2017http://www.dadeschools.net/schools/schoolinformation/school_details.asp?id=5401 recognitions, including the “National Elementary Magnet School of Excellence” award, the school offers its students a world-class education rich in the study of foreign languages, international studies, and advanced academic subjects, the arts, athletics, and numerous extracurricular offerings. Recognized by the State of Florida as a Five Star School for its level of parent and community involvement, Sunset Elementary receives tremendous support from its parents, numerous parent associations, business and community members. At Sunset Elementary, we live up to the vision of providing our students with a world class education. . DR. MARLENE LEYTE VIDAL, Principal Discover M-DCPS | Committees | Directories | Human Resources Newsroom | School Board | Schools | Superintendent | Technology M-DCPS : 1450 NE 2nd Ave. : Miami, FL 33132 : Phone: (305) 995-1000 (For Non Technical Questions Only) © 2015 Page 2 of 2Dadeschools.net 5/25/2017http://www.dadeschools.net/schools/schoolinformation/school_details.asp?id=5401 STUDENTSPARENTSEMPLOYEESCOMMUNITY HENRY S. WEST LABORATORY SCHOOL Directions Map E-Mail Print Address:5300 CARILLO STREET CORAL GABLES, FL 33146 Location Number: 5831 Phone Number:(305)661-7661 Fax Number: (305)662-2935 Web site:http://westlab.dadeschools.net/ For information regarding the Bond Referendum, CLICK HERE. School Profile Grades:KG - 08 Mascot:Crab Uniforms:Yes School Colors*:Green & Orange Voting District: 6 Region: C Total Enrollment: 298 Maintenance Center: 2 After May 1st, total enrollment is based on future students Hours: Grades: K8:20 a.m. - 1:50 p.m. Grades: 1-88:35 a.m. - 3:05 p.m. Grades: 1-8 Wed.8:35 a.m. - 1:50 p.m. Feeder Pattern: Coral Gables SHS Board Member: Ms. Mari Tere Rojas School's Message Dear West Lab Family, Welcome back to what promises to be an exceptional year for all of our stakeholders. The Florida Standards Initiative will continue to be the catalyst for us to develop a Curriculum, Instructional and Assessment plan that includes 1) innovative lesson planning with activities that allow General Information Boundaries - Legal Description Locator - Find a School Academics Grade Report School Improvement EESAC Resources Bus Transportation Calendars Lunch Menu School Police School Financial Report The Parent Academy *School Colors: uniform colors might be different from the school's colors. For accurate dress code please contact the school. Page 1 of 2Dadeschools.net 5/25/2017http://www.dadeschools.net/schools/schoolinformation/school_details.asp?id=5831 our students to take ownership of their learning, 2) structured vertical planning and collaboration sessions that occur at least once every nine weeks and 3) a data analysis component that guides our next steps. Our teachers follow three guiding practices to ensure a successful implementation of the Florida Standards: Standards-Based Instruction, Teaching for Deep Understanding and Creating a Learning Environment that Encourages Accountable Talk. The implementation of the Science, Technology, Engineering, Arts, and Mathematics (STEAM) curriculum and our unique partnership with the University of Miami will ensure that our students have access to a world-class education that capitalizes on their strengths and prepares them to become proficient in Digital Literacy. Let’s work towards developing a school culture that promotes well-rounded children who feel safe, are happy and excited to learn. Thank you for all you do for our students, families, and school community. Sincerely, BARBARA R. SOTO PUJADAS, Principal Discover M-DCPS | Committees | Directories | Human Resources Newsroom | School Board | Schools | Superintendent | Technology M-DCPS : 1450 NE 2nd Ave. : Miami, FL 33132 : Phone: (305) 995-1000 (For Non Technical Questions Only) © 2017 Page 2 of 2Dadeschools.net 5/25/2017http://www.dadeschools.net/schools/schoolinformation/school_details.asp?id=5831 STUDENTSPARENTSEMPLOYEESCOMMUNITY INTERNATIONAL STUDIES PREPARATORY ACADEMY Directions Map E-Mail Print Address:1570 MADRUGA AVENUE CORAL GABLES, FL 33146 Location Number: 7571 Phone Number:(305)663-7200 Fax Number: (305)661-0196 Web site:http://internationalstudiesprep.net/ For information regarding the Bond Referendum, CLICK HERE. School Profile Grades:09 - 12 Mascot:Phoenix Uniforms:Yes School Colors*:Navy Blue, Green & Red Voting District: 6 Region: C Total Enrollment: 360 Maintenance Center: 2 After May 1st, total enrollment is based on future students Hours: Grades: 9-127:20 a.m. - 2:20 p.m. Feeder Pattern: Coral Gables SHS Board Member: Ms. Mari Tere Rojas School's Message Welcome to the International Studies Preparatory Academy’s (ISPA) web page, the first International Studies High School in Miami-Dade County Public Schools. On behalf of the administration and teachers, I am honored to be the first Principal of this prestigious school. I look forward to an exciting year full of positive and rewarding experiences for your child. The goal of ISPA will be to establish an environment that will instill self-esteem, respect and discipline in our school. This commitment to General Information Boundaries - Legal Description Locator - Find a School Academics Grade Report School Improvement EESAC Resources Bus Transportation Calendars Lunch Menu School Police School Financial Report The Parent Academy *School Colors: uniform colors might be different from the school's colors. For accurate dress code please contact the school. Page 1 of 2Dadeschools.net 5/25/2017http://www.dadeschools.net/schools/schoolinformation/school_details.asp?id=7571 excellence will help provide an academic and multicultural program that will develop students who will become bilingual and bi-cultural. Students at ISPA will pursue world language studies in addition to an academic curriculum with an international focus that addresses rigorous standards of both the United States and European Union educational systems. In addition to the study of core subject areas, students receive up to two hours of instruction in and through the language of choice: French, Italian or Spanish. We are housed in a state of art facility located at 1570 Madruga Avenue, Coral Gables, Florida 33146. I look forward to working with all the students that will be part of the ISPA student body. Thank you for visiting! ALEJANDRO PEREZ, Principal Discover M-DCPS | Committees | Directories | Human Resources Newsroom | School Board | Schools | Superintendent | Technology M-DCPS : 1450 NE 2nd Ave. : Miami, FL 33132 : Phone: (305) 995-1000 (For Non Technical Questions Only) © 2015 Page 2 of 2Dadeschools.net 5/25/2017http://www.dadeschools.net/schools/schoolinformation/school_details.asp?id=7571 STUDENTSPARENTSEMPLOYEESCOMMUNITY PONCE DE LEON MS Directions Map E-Mail Print Address:5801 AUGUSTO STREET CORAL GABLES, FL 33146 Location Number: 6741 Phone Number:(305)661-1611 Fax Number: (305)666-3140 Web site:http://ponce.dadeschools.net/ For information regarding the Bond Referendum, CLICK HERE. School Profile Grades:06 - 08 Mascot:Explorer Uniforms:Yes School Colors*:Gray & Blue Voting District: 6 Region: C Total Enrollment: 1288 Maintenance Center: 2 After May 1st, total enrollment is based on future students Hours: Grades: 6-89:10 a.m. - 3:50 p.m. Feeder Pattern: Coral Gables SHS Board Member: Ms. Mari Tere Rojas School's Message It is with great pleasure that I welcome you to Ponce de Leon Middle School, an International Baccalaureate Middle Years Programme. We are committed to creating a safe, nurturing environment where every student feels a sense of belonging and a desire to learn. Our mission is to provide a rigorous education that challenges our students to become globally literate by inspiring them to achieve their maximum potential while meeting their cognitive, personal and social needs. This environment is supported by a faculty and General Information Boundaries - Legal Description Locator - Find a School Academics Grade Report School Improvement EESAC Resources Bus Transportation Calendars Lunch Menu School Police School Financial Report The Parent Academy *School Colors: uniform colors might be different from the school's colors. For accurate dress code please contact the school. Page 1 of 2Dadeschools.net 5/25/2017http://www.dadeschools.net/schools/schoolinformation/school_details.asp?id=6741 staff that offer the finest middle school international education possible. The faculty and staff are dedicated to our commitment to parents, students and the community as we continue elevating Ponce Middle to high levels of performance. We will enforce high expectations for our students and create strong and focused instructional programs that motivate the mind to explore new ideas. MARTHA C. CHANG, Principal Discover M-DCPS | Committees | Directories | Human Resources Newsroom | School Board | Schools | Superintendent | Technology M-DCPS : 1450 NE 2nd Ave. : Miami, FL 33132 : Phone: (305) 995-1000 (For Non Technical Questions Only) © 2017 Page 2 of 2Dadeschools.net 5/25/2017http://www.dadeschools.net/schools/schoolinformation/school_details.asp?id=6741 Appendix H Queuing Documentation No copies, transmissions, reproductions, or electronic revisions of any portions of these drawings in whole or in part be made without the express written permission of Zyscovich Architects. All designs indicated in these drawings are property of Zyscovich Architects. All copyrights reserved © 2013 09.20.2016Sunset Place South Miami, Florida Drawings are for illustrative purposes only and may be subject to change during the review and approval process. 2610 North Miami Avenue Miami FL 33127 614.439.4895 Underground Level A-0 Hotel Valet Circulation No copies, transmissions, reproductions, or electronic revisions of any portions of these drawings in whole or in part be made without the express written permission of Zyscovich Architects. All designs indicated in these drawings are property of Zyscovich Architects. All copyrights reserved © 2013 09.20.2016Sunset Place South Miami, Florida Drawings are for illustrative purposes only and may be subject to change during the review and approval process. 2610 North Miami Avenue Miami FL 33127614.439.4895 Ground Level A-1 EXISTING RETAIL RESIDENTIAL HOTEL Residential Valet Circulation Hotel Valet Circulation Date:July 20,2011 Observer:J. Espinosa (DPA) VehicleInOutTypeArrival Time Processing Time Notes 1 XCar8:34 AM0:00:37 Valet Return 2 XCar8:35 AM0:01:06 Valet Return 3 XCar8:36 AM0:00:25 Valet Return 4 XCar8:36 AM0:00:38 Pick Up (Personal) 5 X Car8:41 AM0:00:18 Guest In 6 XCar8:45 AM0:00:30 Valet Return 7 X Car8:52 AM0:01:17 Check In 8 XCar9:02 AM0:01:46 Check Out 9 X Car9:04 AM0:01:01 Check In 10 X Car9:05 AM0:00:51 Check In 11 XVan9:06 AM0:00:32 Tour 12 XTaxi9:09 AM0:00:26 Guest Out 13 X Car9:09 AM0:02:34 Check In 14 XCar9:10 AM0:00:26 Valet Return 15 XCar9:11 AM0:00:37 Valet Return 16 X Car9:14 AM0:00:28 Guest In 17 XCar9:14 AM0:00:22 Valet Return 18 X Car9:18 AM0:01:02 Check In 19 XCar9:18 AM0:00:36 Valet Return 20 XTaxi9:21 AM0:00:22 Guest Out 21 XCar9:21 AM0:01:26 Check Out 22 XCar9:22 AM0:00:44 Valet Return 23 X Car9:25 AM0:01:21 Check In 24 XCar9:25 AM0:01:06 Valet Return 25 XCar9:26 AM0:00:23 Valet Return 26 XCar9:28 AM0:00:25 Valet Return 27 XCar9:29 AM0:00:22 Valet Return 28 XCar9:29 AM0:00:21 Valet Return 29 XCar9:34 AM0:00:46 Valet Return 30 X Car9:38 AM0:01:04 Check In 31 XCar9:38 AM0:00:36 Valet Return 32 XCar9:39 AM0:00:21 Valet Return 33 XCar9:41 AM0:00:34 Guest Out 34 XCar9:43 AM0:00:14 Valet Return 35 XCar9:45 AM0:02:04 Check Out 36 X Car9:45 AM0:01:20 Check In 37 XTaxi9:48 AM0:00:48 Check Out 38 XCar9:49 AM0:00:26 Guest Out 39 XCar9:49 AM0:00:48 Valet Return 40 X Car9:51 AM0:00:37 Check In 41 XCar9:51 AM0:00:30 Valet Return 42 XCar9:57 AM0:00:28 Valet Return 43 XCar9:58 AM0:01:22 Check Out 44 XCar10:02 AM0:00:32 Valet Return 45 XCar10:03 AM0:00:35 Valet Return 46 XVan10:04 AM0:00:46 Valet Return 47 X Car10:06 AM0:00:39 Check In 48 XCar10:08 AM0:01:58 Check Out 49 XTaxi10:08 AM0:01:48 Check Out 50 XCar10:09 AM0:00:41 Valet Return 51 XCar10:10 AM0:00:44 Valet Return 52 XCar10:12 AM0:00:26 Valet Return 53 X Taxi10:13 AM0:00:42 Check In 54 XTaxi10:14 AM0:02:21 Check Out 55 Taxi10:16 AM0:01:48 Check Out 56 XCar10:18 AM0:00:37 Valet Return 57 XCar10:18 AM0:00:56 Valet Return 58 X Car10:20 AM0:00:40 Guest In 59 XCar10:24 AM0:00:57 Valet Return 0:50:10 0:00:51 Grand Beach Hotel Total Processing Time: Average Processing Time: Date:2-May-17 Time:5 - 6 pm Car Processing Time (sec) Transaction Type Car Processing Time (sec) Transaction Type 16.32 T216.92 T 29.57 T226.27 T 37.47 T236.58 T 46.18 T246.16 T 58.54 T254.64 C 66.61 C263.84 C 74.2 C273.43 C 86.6 T287.18 C 910.66 T293.74 C 109.94 T307.23 T 114.77 C313.2 C 126.51 T323.11 C 136.33 T337.17 T 145.4 T349.4 T 156.28 T355.84 C 163.24 C363.57 C 173.37 C 187.97 T 193.04 C 206.07 T 7.31sec 4.25sec 6.04secCombined Average Shops at Merrick Park Aurora Parking Garage Garage Entrance Processing Time T= Ticket Dispenser C= Card Reader Ticket Dispenser Average Card Reader Average W:\TRAFSTUDY\Parking\Arm Gate Processing Time Page 1